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PAGE NO. 1

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* *
* STAAD.Pro 2024/Academic *
* Version 24.00.00.577 *

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* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= OCT 15, 2024 *
* Time= 2:23:19 *
* *

On
* Licensed to: *
****************************************************

1. STAAD SPACE
INPUT FILE: D:\Downloads\TRUSS-DESIGN-G2PLAN.STD

se
2. START JOB INFORMATION
3. ENGINEER DATE 14-OCT-24
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
cU
8. 1 0 0 0; 2 0 0 1.5; 3 0 0 3; 4 0 6 16.5; 5 0 4.91 16.5; 7 0 0.545455 1.5
9. 8 0 1.09224 3.00367; 9 0 1.63903 4.50734; 10 0 2.18582 6.01101
10. 11 0 2.73261 7.51468; 12 0 3.2794 9.01835; 13 0 3.82619 10.522
11. 14 0 4.37298 12.0257; 15 0 4.91977 13.5294; 16 0 5.46655 15.033
12. 17 0 4.36312 14.9964; 18 0 3.81624 13.4927; 19 0 3.26936 11.9891
13. 20 0 2.72249 10.4855; 21 0 2.17561 8.98182; 22 0 1.62873 7.47818
mi
14. 23 0 1.08185 5.97454; 24 0 0.534973 4.4709; 25 0 0 33; 26 0 0 31.5; 27 0 0 30
15. 28 0 0.545455 31.5; 29 0 1.09224 29.9963; 30 0 1.63903 28.4927
16. 31 0 2.18582 26.989; 32 0 2.73261 25.4853; 33 0 3.2794 23.9817
17. 34 0 3.82619 22.478; 35 0 4.37298 20.9743; 36 0 4.91977 19.4706
18. 37 0 5.46655 17.967; 38 0 4.36312 18.0036; 39 0 3.81624 19.5073
19. 40 0 3.26936 21.0109; 41 0 2.72249 22.5145; 42 0 2.17561 24.0182
de

20. 43 0 1.62873 25.5218; 44 0 1.08185 27.0255; 45 0 0.534973 28.5291

21. MEMBER INCIDENCES
22. 1 1 2; 2 2 3; 3 1 7; 4 4 5; 5 5 17; 7 7 8; 8 7 2; 9 8 9; 10 9 10; 11 10 11
23. 12 11 12; 13 12 13; 14 13 14; 15 14 15; 16 15 16; 17 16 4; 18 17 18; 19 18 19
24. 20 19 20; 21 20 21; 22 21 22; 23 22 23; 24 23 24; 25 24 3; 26 7 3; 27 3 8
ca

25. 28 8 24; 29 24 9; 30 9 23; 31 23 10; 32 10 22; 33 22 11; 34 11 21; 35 21 12

26. 36 12 20; 37 20 13; 38 13 19; 39 19 14; 40 14 18; 41 18 15; 42 15 17; 43 17 16
27. 44 16 5; 45 25 26; 46 26 27; 47 25 28; 49 5 38; 50 28 29; 51 28 26; 52 29 30
28. 53 30 31; 54 31 32; 55 32 33; 56 33 34; 57 34 35; 58 35 36; 59 36 37; 60 37 4
29. 61 38 39; 62 39 40; 63 40 41; 64 41 42; 65 42 43; 66 43 44; 67 44 45; 68 45 27
rA

30. 69 28 27; 70 27 29; 71 29 45; 72 45 30; 73 30 44; 74 44 31; 75 31 43; 76 43 32

31. 77 32 42; 78 42 33; 79 33 41; 80 41 34; 81 34 40; 82 40 35; 83 35 39; 84 39 36
32. 85 36 38; 86 38 37; 87 37 5
33. DEFINE MATERIAL START
34. ISOTROPIC STEEL
35. E 2.05E+08
Fo

36. POISSON 0.3

37. DENSITY 76.8195
38. ALPHA 1.2E-05

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STAAD SPACE -- PAGE NO. 2

39. DAMP 0.03

40. G 7.88462E+07
41. TYPE STEEL
42. STRENGTH RY 1.5 RT 1.2
43. END DEFINE MATERIAL
44. MEMBER PROPERTY EUROPEAN

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45. 27 TO 44 70 TO 87 TABLE ST L100X100X13
46. 1 TO 5 7 TO 26 45 TO 47 49 TO 69 TABLE ST L250X250X35
47. CONSTANTS
48. BETA 180 MEMB 1 2 5 18 TO 25 45 46 49 61 TO 68
49. MATERIAL STEEL ALL

On
50. MEMBER RELEASE
51. 4 8 26 TO 44 51 69 TO 87 START MP 0.99
52. 4 8 26 TO 44 51 69 TO 87 END MP 0.99
53. SUPPORTS
54. 2 PINNED
55. 26 ENFORCED BUT FZ MX MY
56. LOAD 1 LOADTYPE DEAD TITLE DL

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57. SELFWEIGHT Y -1
58. MEMBER LOAD
59. 3 7 9 TO 17 47 50 52 TO 60 UNI GY -0.81
60. 1 2 5 18 TO 25 45 46 49 61 TO 68 75 UNI GY -0.762
61. LOAD 2 LOADTYPE ROOF LIVE TITLE LR
62.
63.
MEMBER LOAD
cU
3 7 9 TO 17 47 50 52 TO 60 UNI GY -1.8
64. LOAD 3 LOADTYPE WIND TITLE WL1
65. MEMBER LOAD
66. 3 7 9 TO 17 47 50 52 TO 60 UNI Y -2.96
67. LOAD 4 LOADTYPE WIND TITLE WL2
68. MEMBER LOAD
mi
69. 9 TO 15 52 TO 58 UNI Y 5.99
70. 3 7 16 17 47 50 59 60 UNI Y 8.49
71. 1 45 UNI Y -14.58
72. LOAD COMB 101 1.4 DL
73. 1 1.4
74. LOAD COMB 102 1.2 DL + 1.6 LR
de

75. 1 1.2 2 1.6

76. LOAD COMB 103 1.2 DL + 0.5 LR + WL1
77. 1 1.2 2 0.5 3 1.0
78. LOAD COMB 104 1.2 DL + 0.5 LR + WL2
79. 1 1.2 2 0.5 4 1.0
ca

80. LOAD COMB 105 0.9 DL + WL1

81. 1 0.9 3 1.0
82. LOAD COMB 106 0.9 DL + WL2
83. 1 0.9 4 1.0
84. LOAD COMB 301 DL + LR
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85. 1 1.0 2 1.0

86. LOAD COMB 302 DL + 0.75LR + 0.6WL1
87. 1 1.0 2 0.75 3 0.6
88. LOAD COMB 303 DL + 0.75LR + 0.6WL2
89. 1 1.0 2 0.75 4 0.6
90. LOAD COMB 304 DL + .6WL1
Fo

91. 1 1.0 3 0.6

92. LOAD COMB 305 DL + .6WL2
93. 1 1.0 4 0.6
94. PERFORM ANALYSIS

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STAAD SPACE -- PAGE NO. 3

P R O B L E M S T A T I S T I C S
-----------------------------------

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NUMBER OF JOINTS 44 NUMBER OF MEMBERS 85
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 2

Using 64-bit analysis engine.

On
SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER

TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 261

TOTAL LOAD COMBINATION CASES = 11 SO FAR.

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95. LOAD LIST 101 TO 106 301 TO 305
96. PARAMETER 1
97. CODE AISC UNIFIED 2010
98. METHOD LRFD
99. FYLD 248000 ALL
100. TRACK 2 ALL
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101. LX 0.9 MEMB 3 7 9 TO 17 47 50 52 TO 60
102. LY 0.9 MEMB 3 7 9 TO 17 47 50 52 TO 60
103. LX 4.765 MEMB 5 18 TO 20 49 61 TO 63
104. LY 4.765 MEMB 5 18 TO 20 49 61 TO 63
105. LX 9.6 MEMB 22 TO 25 65 TO 68
mi
106. LY 9.6 MEMB 22 TO 25 65 TO 68
107. CHECK CODE ALL
STEEL DESIGN
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STAAD SPACE -- PAGE NO. 4

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

1 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.029 106
31.41 T -0.00 -2.53 1.50
|-----------------------------------------------------------------------|

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| SLENDERNESS |
| Actual Slenderness Ratio : 30.864 L/C : 106 |
| Allowable Slenderness Ratio : 300.000 LOC : 1.50 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
106
1.50
Ratio
Condition :
:
cU
0.029(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 3.141E+01(T ) Fy: -1.075E+01 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -2.532E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.500 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 5

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.14E+01 3.64E+03 0.009 Eq. D2-1 106 0.00 |
| Rupture 3.14E+01 4.89E+03 0.006 Eq. D2-2 106 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

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| Maj Buck 9.01E+00 3.59E+03 0.003 Eq. E3-1 103 0.00 |
| Min Buck 9.01E+00 3.46E+03 0.003 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 15.76 2.45E+05 8.15E+06 3.99E+03 |
| Min Buck 1.63E-02 30.86 2.36E+05
cU
2.12E+06 3.85E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.07E+01 1.17E+03 0.009 Eq. G2-1 106 1.50 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -2.53E+00 1.22E+02 0.021 Eq. F10-1 106 1.50 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 4.81E+03 1.00 0.00 0.00 1.50 |
Fo

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STAAD SPACE -- PAGE NO. 6

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.009 Eq. H3-8 106 1.50 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.021 Eq. H2-1 106 1.50 |
| Flexure Tens 0.029 Eq. H2-1 106 1.50 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 0.00E+00 6.93E+03 0.00E+00 |
| 3.35E+05 3.35E+05 2.13E+05 |
| Flexure Tens 0.00E+00 6.93E+03 1.93E+03 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 1.79E+00 1.78E+02 0.010 Eq. F10-1 106 1.50 |
| Minor -1.79E+00 1.78E+02 0.010 Eq. F10-1 106 1.50 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 1.79E+00 1.43E+02 0.013 Eq. F10-3 106 1.50 |
ca

| Minor -1.79E+00 1.43E+02 0.013 Eq. F10-3 106 1.50 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 2.02E+03 1.00 0.00 0.00 1.50 |
| Minor 1.58E+02 2.02E+03 1.00 0.00 0.00 1.50 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 7

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STAAD SPACE -- PAGE NO. 8

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

2 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.033 103
8.72 C -0.00 3.99 1.50
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 30.864 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 1.50 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.50
Ratio
Condition :
:
cU
0.033(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.720E+00(C ) Fy: 3.326E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.991E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.500 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 9

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.16E+01 3.64E+03 0.009 Eq. D2-1 106 0.00 |
| Rupture 3.16E+01 4.89E+03 0.006 Eq. D2-2 106 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 8.72E+00 3.59E+03 0.002 Eq. E3-1 103 0.00 |
| Min Buck 8.72E+00 3.46E+03 0.003 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 15.76 2.45E+05 8.15E+06 3.99E+03 |
| Min Buck 1.63E-02 30.86 2.36E+05
cU
2.12E+06 3.85E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 3.89E+00 1.17E+03 0.003 Eq. G2-1 104 1.50 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 3.99E+00 1.22E+02 0.033 Eq. F10-1 103 1.50 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 4.81E+03 1.00 0.00 0.00 1.50 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 10

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.003 Eq. H3-8 104 1.50 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.033 Eq. H2-1 103 1.50 |
| Flexure Tens 0.030 Eq. H2-1 103 1.50 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.60E+02 6.39E+03 5.35E+02 |
| 3.35E+05 2.22E+05 2.13E+05 |
| Flexure Tens 5.60E+02 6.39E+03 0.00E+00 |
| 3.35E+05 2.22E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.82E+00 1.78E+02 0.016 Eq. F10-1 103 1.50 |
| Minor 2.82E+00 1.78E+02 0.016 Eq. F10-1 103 1.50 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.82E+00 1.43E+02 0.020 Eq. F10-3 103 1.50 |
ca

| Minor 2.82E+00 1.43E+02 0.020 Eq. F10-3 103 1.50 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.85E+04 1.00 0.00 0.00 1.50 |
| Minor 1.58E+02 1.85E+04 1.00 0.00 0.00 1.50 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 11

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 12

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

3 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.041 106
32.13 C -0.00 -1.37 0.40
|-----------------------------------------------------------------------|

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| SLENDERNESS |
| Actual Slenderness Ratio : 32.841 L/C : 106 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.40 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
106
0.40
Ratio
Condition :
:
cU
0.041(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 3.213E+01(C ) Fy: -1.443E-01 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -1.368E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.596 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 13

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.05E+01 3.64E+03 0.003 Eq. D2-1 103 1.60 |
| Rupture 1.05E+01 4.89E+03 0.002 Eq. D2-2 103 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.24E+01 3.62E+03 0.009 Eq. E3-1 106 0.00 |
| Min Buck 3.24E+01 3.44E+03 0.009 Eq. E3-1 106 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.84 2.35E+05
cU
1.88E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 7.93E+00 1.17E+03 0.007 Eq. G2-1 106 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -3.92E+00 1.22E+02 0.032 Eq. F10-1 103 1.60 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

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STAAD SPACE -- PAGE NO. 14

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.007 Eq. H3-8 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.041 Eq. H2-1 106 0.40 |
| Flexure Tens 0.035 Eq. H2-1 103 1.60 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 2.06E+03 8.44E+03 1.97E+03 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 0.00E+00 1.07E+04 6.43E+02 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.77E+00 1.78E+02 0.016 Eq. F10-1 103 1.60 |
| Minor -2.77E+00 1.78E+02 0.016 Eq. F10-1 103 1.60 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.77E+00 1.43E+02 0.019 Eq. F10-3 103 1.60 |
ca

| Minor -2.77E+00 1.43E+02 0.019 Eq. F10-3 103 1.60 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 15

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 16

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

4 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.185 103
672.94 T -0.00 -0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 22.428 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.185(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 6.729E+02(T ) Fy: 0.000E+00 Fz: -1.687E-03 |
| Mx: 0.000E+00 My: -8.127E-04 Mz: -0.000E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.090 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 17

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 6.73E+02 3.64E+03 0.185 Eq. D2-1 103 0.00 |
| Rupture 6.73E+02 4.89E+03 0.138 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.16E+02 3.61E+03 0.032 Eq. E3-1 106 1.09 |
| Min Buck 1.16E+02 3.55E+03 0.033 Eq. E3-1 106 1.09 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 11.45 2.46E+05 1.54E+07 4.02E+03 |
| Min Buck 1.63E-02 22.43 2.42E+05
cU
4.02E+06 3.94E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z 1.97E-03 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.20E-03 2.79E+02 0.000 Eq. F10-1 101 1.09 |
| Minor -0.00E+00 1.22E+02 0.000 Eq. F10-1 101 0.00 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major -1.20E-03 2.79E+02 0.000 Eq. F10-3 101 1.09 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 6.62E+03 1.00 0.00 0.00 1.09 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 17 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 18

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 101 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.105 Eq. H2-1 106 1.09 |
| Flexure Tens 0.185 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 7.44E+03 1.69E+04 7.11E+03 |
| 3.35E+05 3.35E+05 2.18E+05 |
| Flexure Tens 9.75E-01 0.00E+00 4.13E+04 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -8.47E-04 1.78E+02 0.000 Eq. F10-1 101 1.09 |
| Minor -8.47E-04 1.78E+02 0.000 Eq. F10-1 101 1.09 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -8.47E-04 1.43E+02 0.000 Eq. F10-3 101 1.09 |
ca

| Minor -8.47E-04 1.43E+02 0.000 Eq. F10-3 101 1.09 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 3.33E+04 1.00 0.00 0.00 1.09 |
| Minor 1.58E+02 2.12E+03 1.00 0.00 0.00 1.09 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 19

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 20

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

5 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.331 103
987.20 T -0.00 -7.35 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 50.059 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.331(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.872E+02(T ) Fy: 4.086E-01 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -7.349E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 20 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 21

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 9.87E+02 3.64E+03 0.271 Eq. D2-1 103 0.00 |
| Rupture 9.87E+02 4.89E+03 0.202 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.59E+02 3.20E+03 0.050 Eq. E3-1 106 1.60 |
| Min Buck 1.59E+02 3.44E+03 0.046 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 50.06 2.18E+05 8.07E+05 3.55E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 4.28E+00 1.17E+03 0.004 Eq. G2-1 102 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -7.36E+00 1.22E+02 0.060 Eq. F10-1 102 0.00 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.77E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.08E+02 1.52E+03 1.00 0.00 0.00 4.76 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 22

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 102 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.144 Eq. H2-1 106 0.67 |
| Flexure Tens 0.331 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.02E+04 2.15E+04 9.72E+03 |
| 3.32E+05 3.35E+05 1.96E+05 |
| Flexure Tens 0.00E+00 2.01E+04 6.06E+04 |
| 3.32E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 5.21E+00 1.78E+02 0.029 Eq. F10-1 102 0.00 |
| Minor -5.21E+00 1.78E+02 0.029 Eq. F10-1 102 0.00 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 5.21E+00 1.43E+02 0.036 Eq. F10-3 102 0.00 |
ca

| Minor -5.21E+00 1.43E+02 0.036 Eq. F10-3 102 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
| Minor 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 23

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 24

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

7 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.217 103
200.01 C -0.00 -4.04 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.217(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 2.000E+02(C ) Fy: 5.816E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -4.037E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 24 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 25

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.21E+01 3.64E+03 0.009 Eq. D2-1 106 1.60 |
| Rupture 3.21E+01 4.89E+03 0.007 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 2.00E+02 3.62E+03 0.055 Eq. E3-1 103 0.00 |
| Min Buck 2.00E+02 3.44E+03 0.058 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -6.72E+00 1.17E+03 0.006 Eq. G2-1 106 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -4.04E+00 1.22E+02 0.033 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 26

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.006 Eq. H3-8 106 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.217 Eq. H2-1 103 0.00 |
| Flexure Tens 0.159 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.28E+04 4.03E+04 1.23E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 1.28E+04 4.03E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.85E+00 1.78E+02 0.016 Eq. F10-1 103 0.00 |
| Minor -2.85E+00 1.78E+02 0.016 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.85E+00 1.43E+02 0.020 Eq. F10-3 103 0.00 |
ca

| Minor -2.85E+00 1.43E+02 0.020 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 27

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 28

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

8 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.142 103
156.38 C 0.03 -0.00 0.55
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 11.223 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.55 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.55
Ratio
Condition :
:
cU
0.142(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.564E+02(C ) Fy: 0.000E+00 Fz: -2.894E-01 |
| Mx: 0.000E+00 My: 2.636E-02 Mz: -0.000E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 0.545 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 29

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 5.38E+01 3.64E+03 0.015 Eq. D2-1 106 0.00 |
| Rupture 5.38E+01 4.89E+03 0.011 Eq. D2-2 106 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.56E+02 3.63E+03 0.043 Eq. E3-1 103 0.55 |
| Min Buck 1.56E+02 3.61E+03 0.043 Eq. E3-1 103 0.55 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 5.73 2.48E+05 6.16E+07 4.04E+03 |
| Min Buck 1.63E-02 11.22 2.46E+05
cU
1.61E+07 4.02E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z 2.89E-01 1.17E+03 0.000 Eq. G2-1 103 0.00 |
| Local-Y 0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 1.32E-01 2.79E+02 0.000 Eq. F10-1 103 0.00 |
| Minor -0.00E+00 1.22E+02 0.000 Eq. F10-1 101 0.00 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 1.32E-01 2.79E+02 0.000 Eq. F10-3 103 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 1.32E+04 1.00 0.00 0.00 0.55 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 29 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 30

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.142 Eq. H2-1 103 0.55 |
| Flexure Tens 0.098 Eq. H2-1 103 0.55 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.01E+04 2.29E+04 9.59E+03 |
| 3.35E+05 3.35E+05 2.22E+05 |
| Flexure Tens 1.01E+04 2.29E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 9.30E-02 1.78E+02 0.001 Eq. F10-1 103 0.00 |
| Minor 9.30E-02 1.78E+02 0.001 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 9.30E-02 1.43E+02 0.001 Eq. F10-3 103 0.00 |
ca

| Minor 9.30E-02 1.43E+02 0.001 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 2.22E+03 1.00 0.00 0.00 0.55 |
| Minor 1.58E+02 1.27E+05 1.00 0.00 0.00 0.55 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 31

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 32

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

9 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.357 103
365.74 C -0.00 -2.58 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.357(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 3.657E+02(C ) Fy: 7.338E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -2.583E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 33

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 7.11E+01 3.64E+03 0.020 Eq. D2-1 106 1.60 |
| Rupture 7.11E+01 4.89E+03 0.015 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.66E+02 3.62E+03 0.101 Eq. E3-1 103 0.00 |
| Min Buck 3.66E+02 3.44E+03 0.106 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 7.34E+00 1.17E+03 0.006 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -2.58E+00 1.22E+02 0.021 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 33 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 34

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.006 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.357 Eq. H2-1 103 0.00 |
| Flexure Tens 0.251 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 2.35E+04 6.06E+04 2.24E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 2.35E+04 6.06E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 1.83E+00 1.78E+02 0.010 Eq. F10-1 103 0.00 |
| Minor -1.83E+00 1.78E+02 0.010 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 1.83E+00 1.43E+02 0.013 Eq. F10-3 103 0.00 |
ca

| Minor -1.83E+00 1.43E+02 0.013 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 35

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 36

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

10 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.470 103
522.76 C -0.00 1.31 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.470(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 5.228E+02(C ) Fy: 5.063E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 1.306E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 36 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 37

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.06E+02 3.64E+03 0.029 Eq. D2-1 106 1.60 |
| Rupture 1.06E+02 4.89E+03 0.022 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 5.23E+02 3.62E+03 0.144 Eq. E3-1 103 0.00 |
| Min Buck 5.23E+02 3.44E+03 0.152 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.06E+00 1.17E+03 0.004 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 3.39E+00 1.22E+02 0.028 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 38

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.470 Eq. H2-1 103 0.00 |
| Flexure Tens 0.318 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.35E+04 7.29E+04 3.21E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 3.35E+04 7.29E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.40E+00 1.78E+02 0.013 Eq. F10-1 103 0.80 |
| Minor 2.40E+00 1.78E+02 0.013 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.40E+00 1.43E+02 0.017 Eq. F10-3 103 0.80 |
ca

| Minor 2.40E+00 1.43E+02 0.017 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 39

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 39 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 40

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

11 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.591 103
657.22 C -0.00 1.55 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.591(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 6.572E+02(C ) Fy: 5.319E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 1.555E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 41

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.36E+02 3.64E+03 0.037 Eq. D2-1 106 1.60 |
| Rupture 1.36E+02 4.89E+03 0.028 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 6.57E+02 3.62E+03 0.181 Eq. E3-1 103 0.00 |
| Min Buck 6.57E+02 3.44E+03 0.191 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.32E+00 1.17E+03 0.005 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 3.85E+00 1.22E+02 0.031 Eq. F10-1 103 0.93 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 41 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 42

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.005 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.591 Eq. H2-1 103 0.00 |
| Flexure Tens 0.400 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 4.22E+04 9.19E+04 4.03E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 4.22E+04 9.19E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.72E+00 1.78E+02 0.015 Eq. F10-1 103 0.93 |
| Minor 2.72E+00 1.78E+02 0.015 Eq. F10-1 103 0.93 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.72E+00 1.43E+02 0.019 Eq. F10-3 103 0.93 |
ca

| Minor 2.72E+00 1.43E+02 0.019 Eq. F10-3 103 0.93 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 43

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cU
mi
de
ca
rA
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 43 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 44

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

12 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.690 103
770.25 C -0.00 2.21 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.690(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 7.702E+02(C ) Fy: 5.222E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.214E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 44 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 45

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.59E+02 3.64E+03 0.044 Eq. D2-1 106 1.60 |
| Rupture 1.59E+02 4.89E+03 0.033 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 7.70E+02 3.62E+03 0.213 Eq. E3-1 103 0.00 |
| Min Buck 7.70E+02 3.44E+03 0.224 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.22E+00 1.17E+03 0.004 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 4.43E+00 1.22E+02 0.036 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 45 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 46

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.690 Eq. H2-1 103 0.00 |
| Flexure Tens 0.466 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 4.94E+04 1.07E+05 4.73E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 4.94E+04 1.07E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.13E+00 1.78E+02 0.018 Eq. F10-1 103 0.80 |
| Minor 3.13E+00 1.78E+02 0.018 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.13E+00 1.43E+02 0.022 Eq. F10-3 103 0.80 |
ca

| Minor 3.13E+00 1.43E+02 0.022 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 46 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 47

ly
On
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cU
mi
de
ca
rA
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 47 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 48

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

13 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.770 103
861.54 C -0.00 2.72 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.921 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.770(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.615E+02(C ) Fy: 5.146E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.717E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 48 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 49

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.77E+02 3.64E+03 0.049 Eq. D2-1 106 1.60 |
| Rupture 1.77E+02 4.89E+03 0.036 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 8.62E+02 3.62E+03 0.238 Eq. E3-1 103 0.00 |
| Min Buck 8.62E+02 3.44E+03 0.250 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.15E+00 1.17E+03 0.004 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 4.87E+00 1.22E+02 0.040 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 49 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 50

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.770 Eq. H2-1 103 0.00 |
| Flexure Tens 0.519 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.53E+04 1.19E+05 5.29E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 5.53E+04 1.19E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.44E+00 1.78E+02 0.019 Eq. F10-1 103 0.80 |
| Minor 3.44E+00 1.78E+02 0.019 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.44E+00 1.43E+02 0.024 Eq. F10-3 103 0.80 |
ca

| Minor 3.44E+00 1.43E+02 0.024 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 51

ly
On
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cU
mi
de
ca
rA
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 51 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 52

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

14 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.831 103
931.21 C -0.00 3.10 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.831(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.312E+02(C ) Fy: 5.156E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.100E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 52 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 53

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.90E+02 3.64E+03 0.052 Eq. D2-1 106 1.60 |
| Rupture 1.90E+02 4.89E+03 0.039 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 9.31E+02 3.62E+03 0.257 Eq. E3-1 103 0.00 |
| Min Buck 9.31E+02 3.44E+03 0.271 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.16E+00 1.17E+03 0.004 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 5.26E+00 1.22E+02 0.043 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 54

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.831 Eq. H2-1 103 0.00 |
| Flexure Tens 0.560 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.98E+04 1.28E+05 5.71E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 5.98E+04 1.28E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.72E+00 1.78E+02 0.021 Eq. F10-1 103 0.80 |
| Minor 3.72E+00 1.78E+02 0.021 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.72E+00 1.43E+02 0.026 Eq. F10-3 103 0.80 |
ca

| Minor 3.72E+00 1.43E+02 0.026 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 55

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 56

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

15 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.872 103
977.42 C -0.00 3.23 1.60
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 1.60 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.60
Ratio
Condition :
:
cU
0.872(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.774E+02(C ) Fy: -5.075E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.229E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 57

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.97E+02 3.64E+03 0.054 Eq. D2-1 106 1.60 |
| Rupture 1.97E+02 4.89E+03 0.040 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 9.79E+02 3.62E+03 0.270 Eq. E3-1 103 0.00 |
| Min Buck 9.79E+02 3.44E+03 0.285 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -5.07E+00 1.17E+03 0.004 Eq. G2-1 103 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 5.33E+00 1.22E+02 0.044 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 57 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 58

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.872 Eq. H2-1 103 1.60 |
| Flexure Tens 0.588 Eq. H2-1 103 1.60 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 6.27E+04 1.34E+05 6.00E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 6.27E+04 1.34E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.77E+00 1.78E+02 0.021 Eq. F10-1 103 0.80 |
| Minor 3.77E+00 1.78E+02 0.021 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.77E+00 1.43E+02 0.026 Eq. F10-3 103 0.80 |
ca

| Minor 3.77E+00 1.43E+02 0.026 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 59

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 59 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 60

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

16 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.897 103
1004.87 C -0.00 3.23 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.920 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.897(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.005E+03(C ) Fy: 6.462E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.228E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 60 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 61

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.96E+02 3.64E+03 0.054 Eq. D2-1 106 1.60 |
| Rupture 1.96E+02 4.89E+03 0.040 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.00E+03 3.62E+03 0.277 Eq. E3-1 103 0.00 |
| Min Buck 1.00E+03 3.44E+03 0.292 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 6.46E+00 1.17E+03 0.006 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 6.63E+00 1.22E+02 0.054 Eq. F10-1 103 1.07 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 61 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 62

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.006 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.897 Eq. H2-1 103 0.00 |
| Flexure Tens 0.605 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 6.45E+04 1.38E+05 6.16E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 6.45E+04 1.38E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -4.69E+00 1.78E+02 0.026 Eq. F10-1 103 1.07 |
| Minor 4.69E+00 1.78E+02 0.026 Eq. F10-1 103 1.07 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -4.69E+00 1.43E+02 0.033 Eq. F10-3 103 1.07 |
ca

| Minor 4.69E+00 1.43E+02 0.033 Eq. F10-3 103 1.07 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 63

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 63 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 64

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

17 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.928 103
1008.21 C -0.00 -0.22 1.56
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.119 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 1.56 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.56
Ratio
Condition :
:
cU
0.928(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.008E+03(C ) Fy: -8.592E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -2.218E-01 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.561 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 64 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 65

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.86E+02 3.64E+03 0.051 Eq. D2-1 106 1.56 |
| Rupture 1.86E+02 4.89E+03 0.038 Eq. D2-2 106 1.56 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.01E+03 3.62E+03 0.279 Eq. E3-1 103 0.00 |
| Min Buck 1.01E+03 3.45E+03 0.293 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.12 2.35E+05
cU
1.96E+06 3.83E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -8.59E+00 1.17E+03 0.007 Eq. G2-1 103 1.56 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 5.80E+00 1.22E+02 0.047 Eq. F10-1 103 0.13 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 65 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 66

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.007 Eq. H3-8 103 1.56 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.928 Eq. H2-1 103 1.56 |
| Flexure Tens 0.636 Eq. H2-1 103 1.56 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 6.47E+04 1.48E+05 6.19E+04 |
| 3.35E+05 3.35E+05 2.12E+05 |
| Flexure Tens 6.47E+04 1.48E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -4.10E+00 1.78E+02 0.023 Eq. F10-1 103 0.13 |
| Minor 4.10E+00 1.78E+02 0.023 Eq. F10-1 103 0.13 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -4.10E+00 1.43E+02 0.029 Eq. F10-3 103 0.13 |
ca

| Minor 4.10E+00 1.43E+02 0.029 Eq. F10-3 103 0.13 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 67

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 67 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 68

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

18 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.306 103
964.77 T -0.00 -4.99 1.07
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 50.059 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 1.07 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.07
Ratio
Condition :
:
cU
0.306(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.648E+02(T ) Fy: 8.791E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -4.988E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 69

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 9.66E+02 3.64E+03 0.265 Eq. D2-1 103 0.00 |
| Rupture 9.66E+02 4.89E+03 0.198 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.65E+02 3.20E+03 0.051 Eq. E3-1 106 1.60 |
| Min Buck 1.65E+02 3.44E+03 0.048 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 50.06 2.18E+05 8.07E+05 3.55E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -2.52E+00 1.17E+03 0.002 Eq. G2-1 101 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -4.99E+00 1.22E+02 0.041 Eq. F10-1 103 1.07 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.77E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.08E+02 1.52E+03 1.00 0.00 0.00 4.76 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 69 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 70

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.148 Eq. H2-1 106 0.93 |
| Flexure Tens 0.306 Eq. H2-1 103 1.07 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.05E+04 2.17E+04 1.01E+04 |
| 3.32E+05 3.35E+05 1.96E+05 |
| Flexure Tens 0.00E+00 1.36E+04 5.92E+04 |
| 3.32E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.53E+00 1.78E+02 0.020 Eq. F10-1 103 1.07 |
| Minor -3.53E+00 1.78E+02 0.020 Eq. F10-1 103 1.07 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.53E+00 1.43E+02 0.025 Eq. F10-3 103 1.07 |
ca

| Minor -3.53E+00 1.43E+02 0.025 Eq. F10-3 103 1.07 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
| Minor 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 71

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 72

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

19 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.294 103
918.80 T -0.00 -5.12 0.67
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 50.059 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.67 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.67
Ratio
Condition :
:
cU
0.294(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.188E+02(T ) Fy: 8.975E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -5.118E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 73

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 9.19E+02 3.64E+03 0.253 Eq. D2-1 103 0.00 |
| Rupture 9.19E+02 4.89E+03 0.188 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.61E+02 3.20E+03 0.050 Eq. E3-1 106 1.60 |
| Min Buck 1.61E+02 3.44E+03 0.047 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 50.06 2.18E+05 8.07E+05 3.55E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.36E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -5.12E+00 1.22E+02 0.042 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.77E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.08E+02 1.52E+03 1.00 0.00 0.00 4.76 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 73 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 74

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.145 Eq. H2-1 106 0.93 |
| Flexure Tens 0.294 Eq. H2-1 103 0.67 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.03E+04 2.14E+04 9.86E+03 |
| 3.32E+05 3.35E+05 1.96E+05 |
| Flexure Tens 0.00E+00 1.40E+04 5.64E+04 |
| 3.32E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.62E+00 1.78E+02 0.020 Eq. F10-1 103 0.67 |
| Minor -3.62E+00 1.78E+02 0.020 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.62E+00 1.43E+02 0.025 Eq. F10-3 103 0.67 |
ca

| Minor -3.62E+00 1.43E+02 0.025 Eq. F10-3 103 0.67 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
| Minor 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 75

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 75 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 76

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

20 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.273 103
851.44 T -0.00 -4.72 0.67
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 50.059 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.67 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.67
Ratio
Condition :
:
cU
0.273(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.514E+02(T ) Fy: -1.394E-01 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -4.720E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 76 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 77

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 8.52E+02 3.64E+03 0.234 Eq. D2-1 103 0.00 |
| Rupture 8.52E+02 4.89E+03 0.174 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.52E+02 3.20E+03 0.048 Eq. E3-1 106 1.60 |
| Min Buck 1.52E+02 3.44E+03 0.044 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 50.06 2.18E+05 8.07E+05 3.55E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.24E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -4.72E+00 1.22E+02 0.039 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.77E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.08E+02 1.52E+03 1.00 0.00 0.00 4.76 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 77 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 78

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.137 Eq. H2-1 106 0.80 |
| Flexure Tens 0.273 Eq. H2-1 103 0.67 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 9.75E+03 2.03E+04 9.32E+03 |
| 3.32E+05 3.35E+05 1.96E+05 |
| Flexure Tens 0.00E+00 1.29E+04 5.22E+04 |
| 3.32E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.34E+00 1.78E+02 0.019 Eq. F10-1 103 0.67 |
| Minor -3.34E+00 1.78E+02 0.019 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.34E+00 1.43E+02 0.023 Eq. F10-3 103 0.67 |
ca

| Minor -3.34E+00 1.43E+02 0.023 Eq. F10-3 103 0.67 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
| Minor 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 79

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 79 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 80

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

21 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.245 103
762.31 T -0.00 -4.38 0.67
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.923 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.67 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.67
Ratio
Condition :
:
cU
0.245(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 7.623E+02(T ) Fy: -1.572E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -4.379E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 81

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 7.63E+02 3.64E+03 0.210 Eq. D2-1 103 0.00 |
| Rupture 7.63E+02 4.89E+03 0.156 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.38E+02 3.59E+03 0.038 Eq. E3-1 106 1.60 |
| Min Buck 1.38E+02 3.44E+03 0.040 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 16.81 2.44E+05 7.16E+06 3.98E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.33E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -4.38E+00 1.22E+02 0.036 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 4.51E+03 1.00 0.00 0.00 1.60 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 81 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 82

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.121 Eq. H2-1 106 0.93 |
| Flexure Tens 0.245 Eq. H2-1 103 0.67 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 8.82E+03 1.83E+04 8.43E+03 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 0.00E+00 1.20E+04 4.68E+04 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.10E+00 1.78E+02 0.017 Eq. F10-1 103 0.67 |
| Minor -3.10E+00 1.78E+02 0.017 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.10E+00 1.43E+02 0.022 Eq. F10-3 103 0.67 |
ca

| Minor -3.10E+00 1.43E+02 0.022 Eq. F10-3 103 0.67 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.99E+03 1.00 0.00 0.00 1.60 |
| Minor 1.58E+02 1.99E+03 1.00 0.00 0.00 1.60 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 83

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 83 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 84

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

22 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.211 103
651.49 T -0.00 -3.92 0.67
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 100.854 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.67 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.67
Ratio
Condition :
:
cU
0.211(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 6.515E+02(T ) Fy: -7.569E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -3.917E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 84 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 85

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 6.52E+02 3.64E+03 0.179 Eq. D2-1 103 0.00 |
| Rupture 6.52E+02 4.89E+03 0.133 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.18E+02 2.16E+03 0.054 Eq. E3-1 106 1.60 |
| Min Buck 1.18E+02 3.44E+03 0.034 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 100.85 1.47E+05 1.99E+05 2.40E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.33E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -3.92E+00 1.22E+02 0.032 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.43E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 2.70E+02 7.52E+02 1.00 0.00 0.00 9.60 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 85 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 86

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.127 Eq. H2-1 106 0.93 |
| Flexure Tens 0.211 Eq. H2-1 103 0.67 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 7.52E+03 1.56E+04 7.19E+03 |
| 2.92E+05 3.35E+05 1.32E+05 |
| Flexure Tens 0.00E+00 1.07E+04 4.00E+04 |
| 2.92E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.77E+00 1.78E+02 0.016 Eq. F10-1 103 0.67 |
| Minor -2.77E+00 1.78E+02 0.016 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.77E+00 1.41E+02 0.020 Eq. F10-3 103 0.67 |
ca

| Minor -2.77E+00 1.41E+02 0.020 Eq. F10-3 103 0.67 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
| Minor 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 87

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 87 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 88

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

23 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.170 103
519.39 T -0.00 -3.29 0.53
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 100.854 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.53 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.53
Ratio
Condition :
:
cU
0.170(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 5.194E+02(T ) Fy: -4.472E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -3.286E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 88 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 89

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 5.20E+02 3.64E+03 0.143 Eq. D2-1 103 0.00 |
| Rupture 5.20E+02 4.89E+03 0.106 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 9.19E+01 2.16E+03 0.043 Eq. E3-1 106 1.60 |
| Min Buck 9.19E+01 3.44E+03 0.027 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 100.85 1.47E+05 1.99E+05 2.40E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.51E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -3.29E+00 1.22E+02 0.027 Eq. F10-1 103 0.53 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.43E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 2.70E+02 7.52E+02 1.00 0.00 0.00 9.60 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 89 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 90

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.099 Eq. H2-1 106 0.93 |
| Flexure Tens 0.170 Eq. H2-1 103 0.53 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.87E+03 1.22E+04 5.61E+03 |
| 2.92E+05 3.35E+05 1.32E+05 |
| Flexure Tens 0.00E+00 8.99E+03 3.19E+04 |
| 2.92E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.32E+00 1.78E+02 0.013 Eq. F10-1 103 0.53 |
| Minor -2.32E+00 1.78E+02 0.013 Eq. F10-1 103 0.53 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.32E+00 1.41E+02 0.016 Eq. F10-3 103 0.53 |
ca

| Minor -2.32E+00 1.41E+02 0.016 Eq. F10-3 103 0.53 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
| Minor 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 91

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 91 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 92

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

24 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.125 103
363.72 T -0.00 -3.03 0.93
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 100.854 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.93 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.93
Ratio
Condition :
:
cU
0.125(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 3.637E+02(T ) Fy: 8.486E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -3.027E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 92 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 93

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.64E+02 3.64E+03 0.100 Eq. D2-1 103 0.00 |
| Rupture 3.64E+02 4.89E+03 0.075 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 6.03E+01 2.16E+03 0.028 Eq. E3-1 106 1.60 |
| Min Buck 6.03E+01 3.44E+03 0.018 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 100.85 1.47E+05 1.99E+05 2.40E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -2.32E+00 1.17E+03 0.002 Eq. G2-1 101 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -3.03E+00 1.22E+02 0.025 Eq. F10-1 103 0.93 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.43E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 2.70E+02 7.52E+02 1.00 0.00 0.00 9.60 |
Fo

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STAAD SPACE -- PAGE NO. 94

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.064 Eq. H2-1 106 0.80 |
| Flexure Tens 0.125 Eq. H2-1 103 0.93 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.84E+03 7.84E+03 3.67E+03 |
| 2.92E+05 3.35E+05 1.32E+05 |
| Flexure Tens 0.00E+00 8.28E+03 2.23E+04 |
| 2.92E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.14E+00 1.78E+02 0.012 Eq. F10-1 103 0.93 |
| Minor -2.14E+00 1.78E+02 0.012 Eq. F10-1 103 0.93 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.14E+00 1.41E+02 0.015 Eq. F10-3 103 0.93 |
ca

| Minor -2.14E+00 1.41E+02 0.015 Eq. F10-3 103 0.93 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
| Minor 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 95

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 95 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 96

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

25 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.086 103
194.47 T -0.00 4.04 1.57
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 100.854 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 1.57 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.57
Ratio
Condition :
:
cU
0.086(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.945E+02(T ) Fy: 5.973E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 4.043E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.565 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 97

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.96E+02 3.64E+03 0.054 Eq. D2-1 103 0.00 |
| Rupture 1.96E+02 4.89E+03 0.040 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 2.42E+01 2.16E+03 0.011 Eq. E3-1 106 1.57 |
| Min Buck 2.42E+01 3.45E+03 0.007 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 100.85 1.47E+05 1.99E+05 2.40E+03 |
| Min Buck 1.63E-02 32.21 2.35E+05
cU
1.95E+06 3.83E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.97E+00 1.17E+03 0.005 Eq. G2-1 103 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 4.04E+00 1.22E+02 0.033 Eq. F10-1 103 1.57 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.43E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 2.70E+02 7.52E+02 1.00 0.00 0.00 9.60 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 97 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 98

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.005 Eq. H3-8 103 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.033 Eq. H2-1 103 1.57 |
| Flexure Tens 0.086 Eq. H2-1 103 1.57 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 0.00E+00 7.33E+03 0.00E+00 |
| 2.92E+05 2.22E+05 1.32E+05 |
| Flexure Tens 0.00E+00 7.33E+03 1.19E+04 |
| 2.92E+05 2.22E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.86E+00 1.78E+02 0.016 Eq. F10-1 103 1.57 |
| Minor 2.86E+00 1.78E+02 0.016 Eq. F10-1 103 1.57 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.86E+00 1.43E+02 0.020 Eq. F10-3 103 1.57 |
ca

| Minor 2.86E+00 1.43E+02 0.020 Eq. F10-3 103 1.57 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.17E+03 1.00 0.00 0.00 9.60 |
| Minor 1.58E+02 1.17E+03 1.00 0.00 0.00 9.60 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 99

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 99 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 100

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

26 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.060 103
205.45 T -0.00 0.42 0.80
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.841 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.80 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.80
Ratio
Condition :
:
cU
0.060(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 2.055E+02(T ) Fy: -2.204E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 4.182E-01 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.596 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 100 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 101

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.06E+02 3.64E+03 0.057 Eq. D2-1 103 0.00 |
| Rupture 2.06E+02 4.89E+03 0.042 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 5.77E+01 3.59E+03 0.016 Eq. E3-1 106 1.60 |
| Min Buck 5.77E+01 3.44E+03 0.017 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 16.77 2.44E+05 7.20E+06 3.98E+03 |
| Min Buck 1.63E-02 32.84 2.35E+05
cU
1.88E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.33E+00 1.17E+03 0.001 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 5.00E-01 1.22E+02 0.004 Eq. F10-1 101 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 4.52E+03 1.00 0.00 0.00 1.60 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 101 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 102

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.053 Eq. H2-1 106 1.60 |
| Flexure Tens 0.060 Eq. H2-1 103 0.80 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.70E+03 8.40E+03 3.54E+03 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 0.00E+00 7.58E+02 1.26E+04 |
| 3.35E+05 2.22E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.54E-01 1.78E+02 0.002 Eq. F10-1 101 0.80 |
| Minor 3.54E-01 1.78E+02 0.002 Eq. F10-1 101 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.54E-01 1.43E+02 0.002 Eq. F10-3 101 0.80 |
ca

| Minor 3.54E-01 1.43E+02 0.002 Eq. F10-3 101 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.65E+04 1.00 0.00 0.00 1.60 |
| Minor 1.58E+02 1.65E+04 1.00 0.00 0.00 1.60 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 103

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 103 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 104

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

27 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.784 103
126.52 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.301 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.784(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.265E+02(C ) Fy: -4.019E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.587E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.092 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 104 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 105

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.28E+01 5.47E+02 0.060 Eq. D2-1 106 1.09 |
| Rupture 3.28E+01 7.35E+02 0.045 Eq. D2-2 106 1.09 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.27E+02 5.24E+02 0.241 Eq. E3-1 103 0.00 |
| Min Buck 1.27E+02 4.65E+02 0.272 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.63 2.38E+05 2.47E+06 5.83E+02 |
| Min Buck 2.45E-03 56.30 2.11E+05
cU
6.38E+05 5.16E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -4.85E-03 1.74E+02 0.000 Eq. G2-1 103 1.09 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.59E-03 7.58E+00 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.46E+02 1.00 0.00 0.00 1.09 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 105 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 106

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.09 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.784 Eq. H2-1 103 0.00 |
| Flexure Tens 0.512 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.33E+04 1.18E+05 5.16E+04 |
| 3.35E+05 3.35E+05 1.90E+05 |
| Flexure Tens 5.33E+04 1.18E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.83E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 1.83E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.83E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 1.83E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.84E+02 1.00 0.00 0.00 1.09 |
| Minor 9.48E+00 3.84E+02 1.00 0.00 0.00 1.09 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 107

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 108

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

28 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.308 103
163.86 T -0.00 0.06 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.902 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.308(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.639E+02(T ) Fy: -1.153E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.439E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 109

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.64E+02 5.47E+02 0.300 Eq. D2-1 103 0.00 |
| Rupture 1.64E+02 7.35E+02 0.223 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.52E+01 5.01E+02 0.070 Eq. E3-1 106 1.57 |
| Min Buck 3.52E+01 3.91E+02 0.090 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.90 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.51E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 109 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 110

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.232 Eq. H2-1 106 1.57 |
| Flexure Tens 0.308 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.48E+04 3.28E+04 1.43E+04 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 1.97E+03 6.69E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.31E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.31E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.31E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.31E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 111

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 111 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 112

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

29 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.720 103
116.12 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.941 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.720(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.161E+02(C ) Fy: -2.727E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 4.677E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.105 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 113

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.85E+01 5.47E+02 0.052 Eq. D2-1 106 1.10 |
| Rupture 2.85E+01 7.35E+02 0.039 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.16E+02 5.24E+02 0.222 Eq. E3-1 103 0.00 |
| Min Buck 1.16E+02 4.63E+02 0.251 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.96 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.94 2.10E+05
cU
6.24E+05 5.14E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.10E-02 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 4.68E-03 7.58E+00 0.001 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 113 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 114

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.720 Eq. H2-1 103 0.00 |
| Flexure Tens 0.469 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 4.90E+04 1.08E+05 4.74E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 4.90E+04 1.08E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.31E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 3.31E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.31E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 3.31E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 115

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 115 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 116

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

30 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.288 103
152.85 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.899 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.288(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.528E+02(T ) Fy: -1.400E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.528E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 116 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 117

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.53E+02 5.47E+02 0.280 Eq. D2-1 103 0.00 |
| Rupture 1.53E+02 7.35E+02 0.208 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.10E+01 5.01E+02 0.062 Eq. E3-1 106 1.57 |
| Min Buck 3.10E+01 3.91E+02 0.079 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.90 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.57E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 117 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 118

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.205 Eq. H2-1 106 1.57 |
| Flexure Tens 0.288 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.31E+04 2.89E+04 1.26E+04 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.00E+03 6.24E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.35E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.35E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.35E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.35E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 119

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 119 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 120

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

31 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.636 103
102.57 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.937 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.636(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.026E+02(C ) Fy: -1.286E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.763E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.105 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 121

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.49E+01 5.47E+02 0.046 Eq. D2-1 106 1.10 |
| Rupture 2.49E+01 7.35E+02 0.034 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.03E+02 5.24E+02 0.196 Eq. E3-1 103 0.00 |
| Min Buck 1.03E+02 4.63E+02 0.222 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.94 2.10E+05
cU
6.24E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -9.52E-03 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 3.76E-03 7.58E+00 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 122

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.636 Eq. H2-1 103 0.00 |
| Flexure Tens 0.415 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 4.32E+04 9.56E+04 4.19E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 4.32E+04 9.56E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.66E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 2.66E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.66E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 2.66E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 123

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 124

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

32 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.246 103
129.71 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.896 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.246(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.297E+02(T ) Fy: -1.205E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.535E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 125

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.30E+02 5.47E+02 0.237 Eq. D2-1 103 0.00 |
| Rupture 1.30E+02 7.35E+02 0.177 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 2.52E+01 5.01E+02 0.050 Eq. E3-1 106 1.57 |
| Min Buck 2.52E+01 3.91E+02 0.064 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.90 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.57E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 125 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 126

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.166 Eq. H2-1 106 1.57 |
| Flexure Tens 0.246 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.06E+04 2.35E+04 1.03E+04 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.00E+03 5.29E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.35E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.35E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.35E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.35E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 127 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 128

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

33 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.543 103
87.49 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.932 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.543(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.749E+01(C ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.480E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 129

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 129 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 129

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.10E+01 5.47E+02 0.038 Eq. D2-1 106 1.10 |
| Rupture 2.10E+01 7.35E+02 0.029 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 8.75E+01 5.24E+02 0.167 Eq. E3-1 103 0.00 |
| Min Buck 8.75E+01 4.63E+02 0.189 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.93 2.10E+05
cU
6.24E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -8.87E-03 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 3.48E-03 7.58E+00 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 130 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 130

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.543 Eq. H2-1 103 0.00 |
| Flexure Tens 0.354 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.69E+04 8.15E+04 3.57E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 3.69E+04 8.15E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.46E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 2.46E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.46E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 2.46E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 131

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 132 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 132

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

34 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.208 103
108.83 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.893 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.208(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.088E+02(T ) Fy: -1.051E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.552E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 133 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 133

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.09E+02 5.47E+02 0.199 Eq. D2-1 103 0.00 |
| Rupture 1.09E+02 7.35E+02 0.148 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.97E+01 5.01E+02 0.039 Eq. E3-1 106 1.57 |
| Min Buck 1.97E+01 3.91E+02 0.050 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.89 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.58E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

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STAAD SPACE -- PAGE NO. 134

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.130 Eq. H2-1 106 1.57 |
| Flexure Tens 0.208 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 8.31E+03 1.84E+04 8.05E+03 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 4.44E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.36E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.36E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.36E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.36E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 135

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 136 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 136

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

35 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.450 103
72.50 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.928 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.450(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 7.250E+01(C ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.041E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 137 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 137

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.71E+01 5.47E+02 0.031 Eq. D2-1 106 1.10 |
| Rupture 1.71E+01 7.35E+02 0.023 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 7.25E+01 5.24E+02 0.138 Eq. E3-1 103 0.00 |
| Min Buck 7.25E+01 4.63E+02 0.157 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.93 2.10E+05
cU
6.24E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -8.06E-03 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 3.04E-03 7.58E+00 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 138 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 138

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.450 Eq. H2-1 103 0.00 |
| Flexure Tens 0.293 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.06E+04 6.75E+04 2.96E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 3.06E+04 6.75E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.15E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 2.15E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.15E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 2.15E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 139

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 140 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 140

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

36 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.169 103
87.50 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.891 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.169(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.750E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.564E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 141 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 141

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 8.76E+01 5.47E+02 0.160 Eq. D2-1 103 0.00 |
| Rupture 8.76E+01 7.35E+02 0.119 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.42E+01 5.01E+02 0.028 Eq. E3-1 106 1.57 |
| Min Buck 1.42E+01 3.91E+02 0.036 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.89 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.59E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 142 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 142

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.094 Eq. H2-1 106 1.57 |
| Flexure Tens 0.169 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.98E+03 1.33E+04 5.79E+03 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 3.57E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.37E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.37E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.37E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.37E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 143

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 144 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 144

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

37 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.357 103
57.63 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.923 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.357(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 5.763E+01(C ) Fy: 9.766E-04 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.605E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 145 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 145

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.33E+01 5.47E+02 0.024 Eq. D2-1 106 1.10 |
| Rupture 1.33E+01 7.35E+02 0.018 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 5.76E+01 5.24E+02 0.110 Eq. E3-1 103 0.00 |
| Min Buck 5.76E+01 4.63E+02 0.124 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.92 2.10E+05
cU
6.24E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -7.27E-03 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.66E-03 7.58E+00 0.000 Eq. F10-1 103 0.09 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 146 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 146

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.357 Eq. H2-1 103 0.00 |
| Flexure Tens 0.233 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 2.43E+04 5.37E+04 2.35E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 2.43E+04 5.37E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.88E-03 1.07E+01 0.000 Eq. F10-1 103 0.09 |
| Minor 1.88E-03 1.07E+01 0.000 Eq. F10-1 103 0.09 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.88E-03 8.53E+00 0.000 Eq. F10-3 103 0.09 |
ca

| Minor 1.88E-03 8.53E+00 0.000 Eq. F10-3 103 0.09 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 147

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 148 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 148

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

38 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.130 103
66.26 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.887 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.130(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 6.626E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.573E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 149

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 6.63E+01 5.47E+02 0.121 Eq. D2-1 103 0.00 |
| Rupture 6.63E+01 7.35E+02 0.090 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 8.62E+00 5.01E+02 0.017 Eq. E3-1 106 1.57 |
| Min Buck 8.62E+00 3.91E+02 0.022 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.13 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.89 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.60E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 150 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 150

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.057 Eq. H2-1 106 1.57 |
| Flexure Tens 0.130 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.63E+03 8.07E+03 3.52E+03 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 2.70E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.37E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.37E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.37E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.37E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 151

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 152 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 152

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

39 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.263 103
42.38 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.919 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.263(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 4.238E+01(C ) Fy: 1.787E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.183E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 153 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 153

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 9.25E+00 5.47E+02 0.017 Eq. D2-1 106 1.10 |
| Rupture 9.25E+00 7.35E+02 0.013 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 4.24E+01 5.24E+02 0.081 Eq. E3-1 103 0.00 |
| Min Buck 4.24E+01 4.63E+02 0.092 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.92 2.10E+05
cU
6.25E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -6.61E-03 1.74E+02 0.000 Eq. G2-1 101 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.39E-03 7.58E+00 0.000 Eq. F10-1 103 0.28 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 154 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 154

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 101 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.263 Eq. H2-1 103 0.00 |
| Flexure Tens 0.171 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.79E+04 3.95E+04 1.73E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 1.79E+04 3.95E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.69E-03 1.07E+01 0.000 Eq. F10-1 103 0.28 |
| Minor 1.69E-03 1.07E+01 0.000 Eq. F10-1 103 0.28 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.69E-03 8.53E+00 0.000 Eq. F10-3 103 0.28 |
ca

| Minor 1.69E-03 8.53E+00 0.000 Eq. F10-3 103 0.28 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 155

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 156 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 156

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

40 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.096 102
47.80 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.881 L/C : 102 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
102
0.78
Ratio
Condition :
:
cU
0.096(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 4.780E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.569E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 157 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 157

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 4.79E+01 5.47E+02 0.088 Eq. D2-1 102 0.00 |
| Rupture 4.79E+01 7.35E+02 0.065 Eq. D2-2 102 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.42E+00 5.01E+02 0.007 Eq. E3-1 106 1.57 |
| Min Buck 3.42E+00 3.91E+02 0.009 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.13 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.88 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.60E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 158 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 158

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.023 Eq. H2-1 106 1.57 |
| Flexure Tens 0.096 Eq. H2-1 102 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.44E+03 3.23E+03 1.40E+03 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 1.95E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 159

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 160 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 160

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

41 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.189 102
30.45 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.914 L/C : 102 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
102
0.00
Ratio
Condition :
:
cU
0.189(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 3.045E+01(C ) Fy: 2.465E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 1.613E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 161

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 5.62E+00 5.47E+02 0.010 Eq. D2-1 106 1.10 |
| Rupture 5.62E+00 7.35E+02 0.008 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.04E+01 5.24E+02 0.058 Eq. E3-1 102 0.00 |
| Min Buck 3.04E+01 4.63E+02 0.066 Eq. E3-1 102 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.94 2.38E+05 2.42E+06 5.82E+02 |
| Min Buck 2.45E-03 56.91 2.10E+05
cU
6.25E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -6.11E-03 1.74E+02 0.000 Eq. G2-1 101 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.04E-03 7.58E+00 0.000 Eq. F10-1 103 0.37 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 162 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 162

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 101 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.189 Eq. H2-1 102 0.00 |
| Flexure Tens 0.123 Eq. H2-1 102 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.28E+04 2.84E+04 1.24E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 1.28E+04 2.84E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.44E-03 1.07E+01 0.000 Eq. F10-1 103 0.37 |
| Minor 1.44E-03 1.07E+01 0.000 Eq. F10-1 103 0.37 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.44E-03 8.53E+00 0.000 Eq. F10-3 103 0.37 |
ca

| Minor 1.44E-03 8.53E+00 0.000 Eq. F10-3 103 0.37 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 163

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 164 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 164

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

42 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.060 102
27.82 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.879 L/C : 102 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
102
0.78
Ratio
Condition :
:
cU
0.060(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 2.782E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.570E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 165 of 346

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STAAD SPACE -- PAGE NO. 165

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.79E+01 5.47E+02 0.051 Eq. D2-1 102 0.00 |
| Rupture 2.79E+01 7.35E+02 0.038 Eq. D2-2 102 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 0.00E+00 5.01E+02 0.000 Eq. E3-1 101 0.00 |
| Min Buck 0.00E+00 3.91E+02 0.000 Eq. E3-1 101 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.13 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.88 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.61E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 166 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 166

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.010 Eq. H2-1 101 0.78 |
| Flexure Tens 0.060 Eq. H2-1 102 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 0.00E+00 2.33E+03 0.00E+00 |
| 3.35E+05 2.32E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 1.14E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 167

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 168 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 168

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

43 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.076 102
12.27 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.909 L/C : 102 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
102
0.00
Ratio
Condition :
:
cU
0.076(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.227E+01(C ) Fy: 3.471E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 1.603E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 169 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 169

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 0.00E+00 5.47E+02 0.000 Eq. D2-1 101 0.00 |
| Rupture 0.00E+00 7.35E+02 0.000 Eq. D2-2 101 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.23E+01 5.24E+02 0.023 Eq. E3-1 102 0.00 |
| Min Buck 1.23E+01 4.63E+02 0.026 Eq. E3-1 102 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.94 2.38E+05 2.42E+06 5.82E+02 |
| Min Buck 2.45E-03 56.91 2.10E+05
cU
6.25E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -5.34E-03 1.74E+02 0.000 Eq. G2-1 101 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.42E-03 7.58E+00 0.000 Eq. F10-1 103 0.46 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 170 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 170

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 101 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.076 Eq. H2-1 102 0.00 |
| Flexure Tens 0.049 Eq. H2-1 102 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.17E+03 1.14E+04 5.01E+03 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 5.17E+03 1.14E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.71E-03 1.07E+01 0.000 Eq. F10-1 103 0.46 |
| Minor 1.71E-03 1.07E+01 0.000 Eq. F10-1 103 0.46 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.71E-03 8.53E+00 0.000 Eq. F10-3 103 0.46 |
ca

| Minor 1.71E-03 8.53E+00 0.000 Eq. F10-3 103 0.46 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 171

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 172 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 172

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

44 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.041 104
17.84 T -0.00 0.06 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.878 L/C : 104 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
104
0.78
Ratio
Condition :
:
cU
0.041(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.784E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.449E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 173 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 173

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.79E+01 5.47E+02 0.033 Eq. D2-1 104 0.00 |
| Rupture 1.79E+01 7.35E+02 0.024 Eq. D2-2 104 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 0.00E+00 5.01E+02 0.000 Eq. E3-1 101 0.00 |
| Min Buck 0.00E+00 3.91E+02 0.000 Eq. E3-1 101 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.13 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.88 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y 1.94E-01 1.74E+02 0.001 Eq. G2-1 101 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.61E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

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STAAD SPACE -- PAGE NO. 174

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.010 Eq. H2-1 101 0.78 |
| Flexure Tens 0.041 Eq. H2-1 104 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 0.00E+00 2.33E+03 0.00E+00 |
| 3.35E+05 2.32E+05 1.60E+05 |
| Flexure Tens 0.00E+00 1.98E+03 7.28E+03 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
Fo

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 176 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 176

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

45 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.029 106
31.43 T -0.00 -2.53 1.50
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 30.864 L/C : 106 |
| Allowable Slenderness Ratio : 300.000 LOC : 1.50 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
106
1.50
Ratio
Condition :
:
cU
0.029(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 3.143E+01(T ) Fy: -1.075E+01 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -2.529E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.500 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 177 of 346

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STAAD SPACE -- PAGE NO. 177

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.14E+01 3.64E+03 0.009 Eq. D2-1 106 0.00 |
| Rupture 3.14E+01 4.89E+03 0.006 Eq. D2-2 106 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 8.98E+00 3.59E+03 0.002 Eq. E3-1 103 0.00 |
| Min Buck 8.98E+00 3.46E+03 0.003 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 15.76 2.45E+05 8.15E+06 3.99E+03 |
| Min Buck 1.63E-02 30.86 2.36E+05
cU
2.12E+06 3.85E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.07E+01 1.17E+03 0.009 Eq. G2-1 106 1.50 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -2.53E+00 1.22E+02 0.021 Eq. F10-1 106 1.50 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 4.81E+03 1.00 0.00 0.00 1.50 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 178 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 178

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.009 Eq. H3-8 106 1.50 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.021 Eq. H2-1 106 1.50 |
| Flexure Tens 0.029 Eq. H2-1 106 1.50 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 0.00E+00 6.92E+03 0.00E+00 |
| 3.35E+05 3.35E+05 2.13E+05 |
| Flexure Tens 0.00E+00 6.92E+03 1.93E+03 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 1.79E+00 1.78E+02 0.010 Eq. F10-1 106 1.50 |
| Minor -1.79E+00 1.78E+02 0.010 Eq. F10-1 106 1.50 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 1.79E+00 1.43E+02 0.013 Eq. F10-3 106 1.50 |
ca

| Minor -1.79E+00 1.43E+02 0.013 Eq. F10-3 106 1.50 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 2.02E+03 1.00 0.00 0.00 1.50 |
| Minor 1.58E+02 2.02E+03 1.00 0.00 0.00 1.50 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 179

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 180 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 180

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

46 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.033 103
8.69 C -0.00 4.02 1.50
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 30.864 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 1.50 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.50
Ratio
Condition :
:
cU
0.033(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.685E+00(C ) Fy: 3.342E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 4.019E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.500 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 181 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 181

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.16E+01 3.64E+03 0.009 Eq. D2-1 106 0.00 |
| Rupture 3.16E+01 4.89E+03 0.006 Eq. D2-2 106 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 8.69E+00 3.59E+03 0.002 Eq. E3-1 103 0.00 |
| Min Buck 8.69E+00 3.46E+03 0.003 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 15.76 2.45E+05 8.15E+06 3.99E+03 |
| Min Buck 1.63E-02 30.86 2.36E+05
cU
2.12E+06 3.85E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 3.91E+00 1.17E+03 0.003 Eq. G2-1 104 1.50 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 4.02E+00 1.22E+02 0.033 Eq. F10-1 103 1.50 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 4.81E+03 1.00 0.00 0.00 1.50 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 182 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 182

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.003 Eq. H3-8 104 1.50 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.033 Eq. H2-1 103 1.50 |
| Flexure Tens 0.031 Eq. H2-1 103 1.50 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.57E+02 6.44E+03 5.33E+02 |
| 3.35E+05 2.22E+05 2.13E+05 |
| Flexure Tens 5.57E+02 6.44E+03 0.00E+00 |
| 3.35E+05 2.22E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.84E+00 1.78E+02 0.016 Eq. F10-1 103 1.50 |
| Minor 2.84E+00 1.78E+02 0.016 Eq. F10-1 103 1.50 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.84E+00 1.43E+02 0.020 Eq. F10-3 103 1.50 |
ca

| Minor 2.84E+00 1.43E+02 0.020 Eq. F10-3 103 1.50 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.85E+04 1.00 0.00 0.00 1.50 |
| Minor 1.58E+02 1.85E+04 1.00 0.00 0.00 1.50 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 183

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 184 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 184

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

47 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.041 106
32.16 C -0.00 -1.37 0.40
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.841 L/C : 106 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.40 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
106
0.40
Ratio
Condition :
:
cU
0.041(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 3.216E+01(C ) Fy: -1.518E-01 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -1.370E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.596 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 185 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 185

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.05E+01 3.64E+03 0.003 Eq. D2-1 103 1.60 |
| Rupture 1.05E+01 4.89E+03 0.002 Eq. D2-2 103 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.24E+01 3.62E+03 0.009 Eq. E3-1 106 0.00 |
| Min Buck 3.24E+01 3.44E+03 0.009 Eq. E3-1 106 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.84 2.35E+05
cU
1.88E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 7.92E+00 1.17E+03 0.007 Eq. G2-1 106 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -3.93E+00 1.22E+02 0.032 Eq. F10-1 103 1.60 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 186 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 186

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.007 Eq. H3-8 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.041 Eq. H2-1 106 0.40 |
| Flexure Tens 0.035 Eq. H2-1 103 1.60 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 2.06E+03 8.45E+03 1.97E+03 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 0.00E+00 1.08E+04 6.42E+02 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.78E+00 1.78E+02 0.016 Eq. F10-1 103 1.60 |
| Minor -2.78E+00 1.78E+02 0.016 Eq. F10-1 103 1.60 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.78E+00 1.43E+02 0.020 Eq. F10-3 103 1.60 |
ca

| Minor -2.78E+00 1.43E+02 0.020 Eq. F10-3 103 1.60 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 187

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 188 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 188

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

49 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.332 103
987.92 T -0.00 -7.35 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 50.059 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.332(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.879E+02(T ) Fy: 4.053E-01 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -7.348E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 189

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 9.88E+02 3.64E+03 0.272 Eq. D2-1 103 0.00 |
| Rupture 9.88E+02 4.89E+03 0.202 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.59E+02 3.20E+03 0.050 Eq. E3-1 106 1.60 |
| Min Buck 1.59E+02 3.44E+03 0.046 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 50.06 2.18E+05 8.07E+05 3.55E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 4.27E+00 1.17E+03 0.004 Eq. G2-1 102 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -7.36E+00 1.22E+02 0.060 Eq. F10-1 102 0.00 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.77E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.08E+02 1.52E+03 1.00 0.00 0.00 4.76 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 190 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 190

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 102 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.144 Eq. H2-1 106 0.67 |
| Flexure Tens 0.332 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.01E+04 2.14E+04 9.69E+03 |
| 3.32E+05 3.35E+05 1.96E+05 |
| Flexure Tens 0.00E+00 2.01E+04 6.06E+04 |
| 3.32E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 5.20E+00 1.78E+02 0.029 Eq. F10-1 102 0.00 |
| Minor -5.20E+00 1.78E+02 0.029 Eq. F10-1 102 0.00 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 5.20E+00 1.43E+02 0.036 Eq. F10-3 102 0.00 |
ca

| Minor -5.20E+00 1.43E+02 0.036 Eq. F10-3 102 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
| Minor 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 191

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 192 of 346

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STAAD SPACE -- PAGE NO. 192

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

50 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.218 103
201.42 C -0.00 -4.05 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.218(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 2.014E+02(C ) Fy: 5.818E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -4.052E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 193 of 346

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STAAD SPACE -- PAGE NO. 193

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.11E+01 3.64E+03 0.009 Eq. D2-1 106 1.60 |
| Rupture 3.11E+01 4.89E+03 0.006 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 2.01E+02 3.62E+03 0.056 Eq. E3-1 103 0.00 |
| Min Buck 2.01E+02 3.44E+03 0.059 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -6.72E+00 1.17E+03 0.006 Eq. G2-1 106 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -4.05E+00 1.22E+02 0.033 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 194 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 194

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.006 Eq. H3-8 106 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.218 Eq. H2-1 103 0.00 |
| Flexure Tens 0.160 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.29E+04 4.05E+04 1.24E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 1.29E+04 4.05E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.87E+00 1.78E+02 0.016 Eq. F10-1 103 0.00 |
| Minor -2.87E+00 1.78E+02 0.016 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.87E+00 1.43E+02 0.020 Eq. F10-3 103 0.00 |
ca

| Minor -2.87E+00 1.43E+02 0.020 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 195

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 196 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 196

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

51 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.142 103
157.33 C -0.03 -0.00 0.55
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 11.223 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.55 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.55
Ratio
Condition :
:
cU
0.142(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.573E+02(C ) Fy: 0.000E+00 Fz: 2.917E-01 |
| Mx: 0.000E+00 My: -2.661E-02 Mz: -0.000E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 0.545 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 197 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 197

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 5.31E+01 3.64E+03 0.015 Eq. D2-1 106 0.00 |
| Rupture 5.31E+01 4.89E+03 0.011 Eq. D2-2 106 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.57E+02 3.63E+03 0.043 Eq. E3-1 103 0.55 |
| Min Buck 1.57E+02 3.61E+03 0.044 Eq. E3-1 103 0.55 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 5.73 2.48E+05 6.16E+07 4.04E+03 |
| Min Buck 1.63E-02 11.22 2.46E+05
cU
1.61E+07 4.02E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -2.92E-01 1.17E+03 0.000 Eq. G2-1 103 0.00 |
| Local-Y 0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.32E-01 2.79E+02 0.000 Eq. F10-1 103 0.00 |
| Minor -0.00E+00 1.22E+02 0.000 Eq. F10-1 101 0.00 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major -1.32E-01 2.79E+02 0.000 Eq. F10-3 103 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 1.32E+04 1.00 0.00 0.00 0.55 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 198 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 198

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.142 Eq. H2-1 103 0.55 |
| Flexure Tens 0.099 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.01E+04 2.30E+04 9.65E+03 |
| 3.35E+05 3.35E+05 2.22E+05 |
| Flexure Tens 1.02E+04 2.29E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -9.37E-02 1.78E+02 0.001 Eq. F10-1 103 0.00 |
| Minor -9.37E-02 1.78E+02 0.001 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -9.37E-02 1.43E+02 0.001 Eq. F10-3 103 0.00 |
ca

| Minor -9.37E-02 1.43E+02 0.001 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.27E+05 1.00 0.00 0.00 0.55 |
| Minor 1.58E+02 2.22E+03 1.00 0.00 0.00 0.55 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 199

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 200 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 200

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

52 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.360 103
368.42 C -0.00 -2.59 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.920 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.360(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 3.684E+02(C ) Fy: 7.351E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -2.594E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 201

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 6.91E+01 3.64E+03 0.019 Eq. D2-1 106 1.60 |
| Rupture 6.91E+01 4.89E+03 0.014 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.68E+02 3.62E+03 0.102 Eq. E3-1 103 0.00 |
| Min Buck 3.68E+02 3.44E+03 0.107 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 7.35E+00 1.17E+03 0.006 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -2.59E+00 1.22E+02 0.021 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 202 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 202

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.006 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.360 Eq. H2-1 103 0.00 |
| Flexure Tens 0.253 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 2.36E+04 6.10E+04 2.26E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 2.36E+04 6.10E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 1.83E+00 1.78E+02 0.010 Eq. F10-1 103 0.00 |
| Minor -1.83E+00 1.78E+02 0.010 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 1.83E+00 1.43E+02 0.013 Eq. F10-3 103 0.00 |
ca

| Minor -1.83E+00 1.43E+02 0.013 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 2.16E+03 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 203

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 204

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

53 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.473 103
526.77 C -0.00 1.32 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.473(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 5.268E+02(C ) Fy: 5.089E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 1.316E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 205 of 346

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STAAD SPACE -- PAGE NO. 205

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.03E+02 3.64E+03 0.028 Eq. D2-1 106 1.60 |
| Rupture 1.03E+02 4.89E+03 0.021 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 5.27E+02 3.62E+03 0.145 Eq. E3-1 103 0.00 |
| Min Buck 5.27E+02 3.44E+03 0.153 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.09E+00 1.17E+03 0.004 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 3.42E+00 1.22E+02 0.028 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 206 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 206

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.473 Eq. H2-1 103 0.00 |
| Flexure Tens 0.320 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.38E+04 7.34E+04 3.23E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 3.38E+04 7.34E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.42E+00 1.78E+02 0.014 Eq. F10-1 103 0.80 |
| Minor 2.42E+00 1.78E+02 0.014 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.42E+00 1.43E+02 0.017 Eq. F10-3 103 0.80 |
ca

| Minor 2.42E+00 1.43E+02 0.017 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 207

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 208 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 208

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

54 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.595 103
661.54 C -0.00 1.61 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.595(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 6.615E+02(C ) Fy: 5.306E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 1.610E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 209 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 209

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.32E+02 3.64E+03 0.036 Eq. D2-1 106 1.60 |
| Rupture 1.32E+02 4.89E+03 0.027 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 6.62E+02 3.62E+03 0.183 Eq. E3-1 103 0.00 |
| Min Buck 6.62E+02 3.44E+03 0.192 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.31E+00 1.17E+03 0.005 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 3.89E+00 1.22E+02 0.032 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 210 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 210

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.005 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.595 Eq. H2-1 103 0.00 |
| Flexure Tens 0.403 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 4.25E+04 9.24E+04 4.06E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 4.25E+04 9.24E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.75E+00 1.78E+02 0.015 Eq. F10-1 103 0.80 |
| Minor 2.75E+00 1.78E+02 0.015 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.75E+00 1.43E+02 0.019 Eq. F10-3 103 0.80 |
ca

| Minor 2.75E+00 1.43E+02 0.019 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 211

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 212 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 212

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

55 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.693 103
773.89 C -0.00 2.25 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.920 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.693(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 7.739E+02(C ) Fy: 5.208E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.248E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 213 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 213

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.57E+02 3.64E+03 0.043 Eq. D2-1 106 1.60 |
| Rupture 1.57E+02 4.89E+03 0.032 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 7.74E+02 3.62E+03 0.214 Eq. E3-1 103 0.00 |
| Min Buck 7.74E+02 3.44E+03 0.225 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.21E+00 1.17E+03 0.004 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 4.45E+00 1.22E+02 0.036 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

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STAAD SPACE -- PAGE NO. 214

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.693 Eq. H2-1 103 0.00 |
| Flexure Tens 0.468 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 4.97E+04 1.07E+05 4.75E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 4.97E+04 1.07E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.15E+00 1.78E+02 0.018 Eq. F10-1 103 0.80 |
| Minor 3.15E+00 1.78E+02 0.018 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.15E+00 1.43E+02 0.022 Eq. F10-3 103 0.80 |
ca

| Minor 3.15E+00 1.43E+02 0.022 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 216

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

56 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.772 103
864.46 C -0.00 2.73 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.772(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.645E+02(C ) Fy: 5.146E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.731E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 217

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.75E+02 3.64E+03 0.048 Eq. D2-1 106 1.60 |
| Rupture 1.75E+02 4.89E+03 0.036 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 8.64E+02 3.62E+03 0.239 Eq. E3-1 103 0.00 |
| Min Buck 8.64E+02 3.44E+03 0.251 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.15E+00 1.17E+03 0.004 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 4.89E+00 1.22E+02 0.040 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

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STAAD SPACE -- PAGE NO. 218

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.772 Eq. H2-1 103 0.00 |
| Flexure Tens 0.521 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.55E+04 1.19E+05 5.30E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 5.55E+04 1.19E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.45E+00 1.78E+02 0.019 Eq. F10-1 103 0.80 |
| Minor 3.45E+00 1.78E+02 0.019 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.45E+00 1.43E+02 0.024 Eq. F10-3 103 0.80 |
ca

| Minor 3.45E+00 1.43E+02 0.024 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 220 of 346

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STAAD SPACE -- PAGE NO. 220

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

57 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.832 103
933.40 C -0.00 3.11 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.832(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.334E+02(C ) Fy: 5.153E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.114E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 221

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.88E+02 3.64E+03 0.052 Eq. D2-1 106 1.60 |
| Rupture 1.88E+02 4.89E+03 0.039 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 9.33E+02 3.62E+03 0.258 Eq. E3-1 103 0.00 |
| Min Buck 9.33E+02 3.44E+03 0.271 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 5.15E+00 1.17E+03 0.004 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 5.27E+00 1.22E+02 0.043 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

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STAAD SPACE -- PAGE NO. 222

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.832 Eq. H2-1 103 0.00 |
| Flexure Tens 0.561 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.99E+04 1.28E+05 5.73E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 5.99E+04 1.28E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.73E+00 1.78E+02 0.021 Eq. F10-1 103 0.80 |
| Minor 3.73E+00 1.78E+02 0.021 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.73E+00 1.43E+02 0.026 Eq. F10-3 103 0.80 |
ca

| Minor 3.73E+00 1.43E+02 0.026 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 224 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 224

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

58 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.873 103
978.88 C -0.00 3.24 1.60
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.922 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 1.60 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.60
Ratio
Condition :
:
cU
0.873(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.789E+02(C ) Fy: -5.076E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.236E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 225

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.96E+02 3.64E+03 0.054 Eq. D2-1 106 1.60 |
| Rupture 1.96E+02 4.89E+03 0.040 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 9.81E+02 3.62E+03 0.271 Eq. E3-1 103 0.00 |
| Min Buck 9.81E+02 3.44E+03 0.285 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -5.08E+00 1.17E+03 0.004 Eq. G2-1 103 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 5.34E+00 1.22E+02 0.044 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

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STAAD SPACE -- PAGE NO. 226

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.004 Eq. H3-8 103 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.873 Eq. H2-1 103 1.60 |
| Flexure Tens 0.589 Eq. H2-1 103 1.60 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 6.28E+04 1.34E+05 6.01E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 6.28E+04 1.34E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.77E+00 1.78E+02 0.021 Eq. F10-1 103 0.80 |
| Minor 3.77E+00 1.78E+02 0.021 Eq. F10-1 103 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.77E+00 1.43E+02 0.026 Eq. F10-3 103 0.80 |
ca

| Minor 3.77E+00 1.43E+02 0.026 Eq. F10-3 103 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 228

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

59 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.898 103
1005.60 C -0.00 3.23 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.920 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.898(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.006E+03(C ) Fy: 6.456E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.235E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 229

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.95E+02 3.64E+03 0.054 Eq. D2-1 106 1.60 |
| Rupture 1.95E+02 4.89E+03 0.040 Eq. D2-2 106 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.01E+03 3.62E+03 0.278 Eq. E3-1 103 0.00 |
| Min Buck 1.01E+03 3.44E+03 0.292 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 6.46E+00 1.17E+03 0.006 Eq. G2-1 103 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 6.63E+00 1.22E+02 0.054 Eq. F10-1 103 1.07 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 230 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 230

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.006 Eq. H3-8 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.898 Eq. H2-1 103 0.00 |
| Flexure Tens 0.606 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 6.45E+04 1.38E+05 6.17E+04 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 6.45E+04 1.38E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -4.69E+00 1.78E+02 0.026 Eq. F10-1 103 1.07 |
| Minor 4.69E+00 1.78E+02 0.026 Eq. F10-1 103 1.07 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -4.69E+00 1.43E+02 0.033 Eq. F10-3 103 1.07 |
ca

| Minor 4.69E+00 1.43E+02 0.033 Eq. F10-3 103 1.07 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 231

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 232 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 232

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

60 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.928 103
1008.21 C -0.00 -0.22 1.56
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.119 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 1.56 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.56
Ratio
Condition :
:
cU
0.928(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.008E+03(C ) Fy: -8.591E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -2.226E-01 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.561 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 233

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.86E+02 3.64E+03 0.051 Eq. D2-1 106 1.56 |
| Rupture 1.86E+02 4.89E+03 0.038 Eq. D2-2 106 1.56 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.01E+03 3.62E+03 0.279 Eq. E3-1 103 0.00 |
| Min Buck 1.01E+03 3.45E+03 0.293 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 9.46 2.47E+05 2.26E+07 4.02E+03 |
| Min Buck 1.63E-02 32.12 2.35E+05
cU
1.96E+06 3.83E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -8.59E+00 1.17E+03 0.007 Eq. G2-1 103 1.56 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 5.79E+00 1.22E+02 0.047 Eq. F10-1 103 0.13 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 8.02E+03 1.00 0.00 0.00 0.90 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 234 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 234

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.007 Eq. H3-8 103 1.56 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.928 Eq. H2-1 103 1.56 |
| Flexure Tens 0.636 Eq. H2-1 103 1.56 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 6.47E+04 1.48E+05 6.19E+04 |
| 3.35E+05 3.35E+05 2.12E+05 |
| Flexure Tens 6.47E+04 1.48E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -4.10E+00 1.78E+02 0.023 Eq. F10-1 103 0.13 |
| Minor 4.10E+00 1.78E+02 0.023 Eq. F10-1 103 0.13 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -4.10E+00 1.43E+02 0.029 Eq. F10-3 103 0.13 |
ca

| Minor 4.10E+00 1.43E+02 0.029 Eq. F10-3 103 0.13 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
| Minor 1.58E+02 4.78E+04 1.00 0.00 0.00 0.90 |
|-----------------------------------------------------------------------|
rA
Fo

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 236 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 236

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

61 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.306 103
966.21 T -0.00 -4.99 1.07
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 50.059 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 1.07 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.07
Ratio
Condition :
:
cU
0.306(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.662E+02(T ) Fy: 8.622E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -4.994E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 237 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 237

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 9.67E+02 3.64E+03 0.266 Eq. D2-1 103 0.00 |
| Rupture 9.67E+02 4.89E+03 0.198 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.64E+02 3.20E+03 0.051 Eq. E3-1 106 1.60 |
| Min Buck 1.64E+02 3.44E+03 0.048 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 50.06 2.18E+05 8.07E+05 3.55E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -2.53E+00 1.17E+03 0.002 Eq. G2-1 101 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -4.99E+00 1.22E+02 0.041 Eq. F10-1 103 1.07 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.77E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.08E+02 1.52E+03 1.00 0.00 0.00 4.76 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 238

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.147 Eq. H2-1 106 0.93 |
| Flexure Tens 0.306 Eq. H2-1 103 1.07 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.05E+04 2.15E+04 1.00E+04 |
| 3.32E+05 3.35E+05 1.96E+05 |
| Flexure Tens 0.00E+00 1.37E+04 5.93E+04 |
| 3.32E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.53E+00 1.78E+02 0.020 Eq. F10-1 103 1.07 |
| Minor -3.53E+00 1.78E+02 0.020 Eq. F10-1 103 1.07 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.53E+00 1.43E+02 0.025 Eq. F10-3 103 1.07 |
ca

| Minor -3.53E+00 1.43E+02 0.025 Eq. F10-3 103 1.07 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
| Minor 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 239

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 240 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 240

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

62 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.295 103
920.97 T -0.00 -5.13 0.67
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 50.059 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.67 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.67
Ratio
Condition :
:
cU
0.295(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 9.210E+02(T ) Fy: 6.792E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -5.126E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 241 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 241

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 9.22E+02 3.64E+03 0.253 Eq. D2-1 103 0.00 |
| Rupture 9.22E+02 4.89E+03 0.188 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.60E+02 3.20E+03 0.050 Eq. E3-1 106 1.60 |
| Min Buck 1.60E+02 3.44E+03 0.046 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 50.06 2.18E+05 8.07E+05 3.55E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.36E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -5.13E+00 1.22E+02 0.042 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.77E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.08E+02 1.52E+03 1.00 0.00 0.00 4.76 |
Fo

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STAAD SPACE -- PAGE NO. 242

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.144 Eq. H2-1 106 0.93 |
| Flexure Tens 0.295 Eq. H2-1 103 0.67 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.02E+04 2.12E+04 9.76E+03 |
| 3.32E+05 3.35E+05 1.96E+05 |
| Flexure Tens 0.00E+00 1.40E+04 5.65E+04 |
| 3.32E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.62E+00 1.78E+02 0.020 Eq. F10-1 103 0.67 |
| Minor -3.62E+00 1.78E+02 0.020 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.62E+00 1.43E+02 0.025 Eq. F10-3 103 0.67 |
ca

| Minor -3.62E+00 1.43E+02 0.025 Eq. F10-3 103 0.67 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
| Minor 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 243

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 244 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 244

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

63 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.273 103
854.34 T -0.00 -4.73 0.67
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 50.059 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.67 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.67
Ratio
Condition :
:
cU
0.273(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.543E+02(T ) Fy: -1.424E-01 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -4.732E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 245

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 8.55E+02 3.64E+03 0.235 Eq. D2-1 103 0.00 |
| Rupture 8.55E+02 4.89E+03 0.175 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.50E+02 3.20E+03 0.047 Eq. E3-1 106 1.60 |
| Min Buck 1.50E+02 3.44E+03 0.044 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 50.06 2.18E+05 8.07E+05 3.55E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.24E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -4.73E+00 1.22E+02 0.039 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.77E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.08E+02 1.52E+03 1.00 0.00 0.00 4.76 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 246 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 246

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.135 Eq. H2-1 106 0.80 |
| Flexure Tens 0.273 Eq. H2-1 103 0.67 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 9.61E+03 2.00E+04 9.18E+03 |
| 3.32E+05 3.35E+05 1.96E+05 |
| Flexure Tens 0.00E+00 1.29E+04 5.24E+04 |
| 3.32E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.35E+00 1.78E+02 0.019 Eq. F10-1 103 0.67 |
| Minor -3.35E+00 1.78E+02 0.019 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.35E+00 1.43E+02 0.023 Eq. F10-3 103 0.67 |
ca

| Minor -3.35E+00 1.43E+02 0.023 Eq. F10-3 103 0.67 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
| Minor 1.58E+02 1.27E+03 1.00 0.00 0.00 4.76 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 247

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 248 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 248

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

64 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.246 103
765.94 T -0.00 -4.39 0.67
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.923 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.67 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.67
Ratio
Condition :
:
cU
0.246(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 7.659E+02(T ) Fy: -1.288E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -4.392E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 249 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 249

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 7.66E+02 3.64E+03 0.211 Eq. D2-1 103 0.00 |
| Rupture 7.66E+02 4.89E+03 0.157 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.35E+02 3.59E+03 0.038 Eq. E3-1 106 1.60 |
| Min Buck 1.35E+02 3.44E+03 0.039 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 16.81 2.44E+05 7.16E+06 3.98E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.33E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -4.39E+00 1.22E+02 0.036 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 4.51E+03 1.00 0.00 0.00 1.60 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 250

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.119 Eq. H2-1 106 0.93 |
| Flexure Tens 0.246 Eq. H2-1 103 0.67 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 8.64E+03 1.79E+04 8.26E+03 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 0.00E+00 1.20E+04 4.70E+04 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.11E+00 1.78E+02 0.017 Eq. F10-1 103 0.67 |
| Minor -3.11E+00 1.78E+02 0.017 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 3.11E+00 1.43E+02 0.022 Eq. F10-3 103 0.67 |
ca

| Minor -3.11E+00 1.43E+02 0.022 Eq. F10-3 103 0.67 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.99E+03 1.00 0.00 0.00 1.60 |
| Minor 1.58E+02 1.99E+03 1.00 0.00 0.00 1.60 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 251

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 252 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 252

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

65 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.212 103
655.82 T -0.00 -3.95 0.67
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 100.854 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.67 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.67
Ratio
Condition :
:
cU
0.212(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 6.558E+02(T ) Fy: -3.442E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -3.946E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 253 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 253

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 6.56E+02 3.64E+03 0.180 Eq. D2-1 103 0.00 |
| Rupture 6.56E+02 4.89E+03 0.134 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.14E+02 2.16E+03 0.053 Eq. E3-1 106 1.60 |
| Min Buck 1.14E+02 3.44E+03 0.033 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 100.85 1.47E+05 1.99E+05 2.40E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.30E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -3.95E+00 1.22E+02 0.032 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.43E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 2.70E+02 7.52E+02 1.00 0.00 0.00 9.60 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 254 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 254

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.123 Eq. H2-1 106 0.93 |
| Flexure Tens 0.212 Eq. H2-1 103 0.67 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 7.32E+03 1.52E+04 6.99E+03 |
| 2.92E+05 3.35E+05 1.32E+05 |
| Flexure Tens 0.00E+00 1.08E+04 4.02E+04 |
| 2.92E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.79E+00 1.78E+02 0.016 Eq. F10-1 103 0.67 |
| Minor -2.79E+00 1.78E+02 0.016 Eq. F10-1 103 0.67 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.79E+00 1.41E+02 0.020 Eq. F10-3 103 0.67 |
ca

| Minor -2.79E+00 1.41E+02 0.020 Eq. F10-3 103 0.67 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
| Minor 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 256 of 346

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STAAD SPACE -- PAGE NO. 256

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

66 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.171 103
523.41 T -0.00 -3.33 0.53
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 100.854 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.53 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.53
Ratio
Condition :
:
cU
0.171(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 5.234E+02(T ) Fy: -2.909E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -3.334E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 257

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 5.24E+02 3.64E+03 0.144 Eq. D2-1 103 0.00 |
| Rupture 5.24E+02 4.89E+03 0.107 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 8.89E+01 2.16E+03 0.041 Eq. E3-1 106 1.60 |
| Min Buck 8.89E+01 3.44E+03 0.026 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 100.85 1.47E+05 1.99E+05 2.40E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 2.53E+00 1.17E+03 0.002 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -3.33E+00 1.22E+02 0.027 Eq. F10-1 103 0.53 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.43E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 2.70E+02 7.52E+02 1.00 0.00 0.00 9.60 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 258 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 258

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.096 Eq. H2-1 106 0.93 |
| Flexure Tens 0.171 Eq. H2-1 103 0.53 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.68E+03 1.19E+04 5.43E+03 |
| 2.92E+05 3.35E+05 1.32E+05 |
| Flexure Tens 0.00E+00 9.12E+03 3.21E+04 |
| 2.92E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.36E+00 1.78E+02 0.013 Eq. F10-1 103 0.53 |
| Minor -2.36E+00 1.78E+02 0.013 Eq. F10-1 103 0.53 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.36E+00 1.41E+02 0.017 Eq. F10-3 103 0.53 |
ca

| Minor -2.36E+00 1.41E+02 0.017 Eq. F10-3 103 0.53 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
| Minor 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 260 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 260

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

67 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.126 103
366.42 T -0.00 -3.05 0.93
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 100.854 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.93 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.93
Ratio
Condition :
:
cU
0.126(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 3.664E+02(T ) Fy: 1.798E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: -3.050E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.600 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 261

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.67E+02 3.64E+03 0.101 Eq. D2-1 103 0.00 |
| Rupture 3.67E+02 4.89E+03 0.075 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 5.82E+01 2.16E+03 0.027 Eq. E3-1 106 1.60 |
| Min Buck 5.82E+01 3.44E+03 0.017 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 100.85 1.47E+05 1.99E+05 2.40E+03 |
| Min Buck 1.63E-02 32.92 2.35E+05
cU
1.87E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -2.31E+00 1.17E+03 0.002 Eq. G2-1 101 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor -3.05E+00 1.22E+02 0.025 Eq. F10-1 103 0.93 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.43E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 2.70E+02 7.52E+02 1.00 0.00 0.00 9.60 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 262 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 262

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.002 Eq. H3-8 101 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.062 Eq. H2-1 106 0.80 |
| Flexure Tens 0.126 Eq. H2-1 103 0.93 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.71E+03 7.60E+03 3.54E+03 |
| 2.92E+05 3.35E+05 1.32E+05 |
| Flexure Tens 0.00E+00 8.34E+03 2.25E+04 |
| 2.92E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.16E+00 1.78E+02 0.012 Eq. F10-1 103 0.93 |
| Minor -2.16E+00 1.78E+02 0.012 Eq. F10-1 103 0.93 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 2.16E+00 1.41E+02 0.015 Eq. F10-3 103 0.93 |
ca

| Minor -2.16E+00 1.41E+02 0.015 Eq. F10-3 103 0.93 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
| Minor 1.57E+02 7.73E+02 1.00 0.00 0.00 9.60 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 264 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 264

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

68 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.087 103
195.87 T -0.00 4.07 1.57
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 100.854 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 1.57 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
1.57
Ratio
Condition :
:
cU
0.087(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.959E+02(T ) Fy: 6.001E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 4.071E+00 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.565 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 265 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 265

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.97E+02 3.64E+03 0.054 Eq. D2-1 103 0.00 |
| Rupture 1.97E+02 4.89E+03 0.040 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 2.31E+01 2.16E+03 0.011 Eq. E3-1 106 1.57 |
| Min Buck 2.31E+01 3.45E+03 0.007 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 100.85 1.47E+05 1.99E+05 2.40E+03 |
| Min Buck 1.63E-02 32.21 2.35E+05
cU
1.95E+06 3.83E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y 6.00E+00 1.17E+03 0.005 Eq. G2-1 103 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 4.07E+00 1.22E+02 0.033 Eq. F10-1 103 1.57 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.43E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 2.70E+02 7.52E+02 1.00 0.00 0.00 9.60 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 266 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 266

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.005 Eq. H3-8 103 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.033 Eq. H2-1 103 1.57 |
| Flexure Tens 0.087 Eq. H2-1 103 1.57 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 0.00E+00 7.38E+03 0.00E+00 |
| 2.92E+05 2.22E+05 1.32E+05 |
| Flexure Tens 0.00E+00 7.38E+03 1.20E+04 |
| 2.92E+05 2.22E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.88E+00 1.78E+02 0.016 Eq. F10-1 103 1.57 |
| Minor 2.88E+00 1.78E+02 0.016 Eq. F10-1 103 1.57 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.88E+00 1.43E+02 0.020 Eq. F10-3 103 1.57 |
ca

| Minor 2.88E+00 1.43E+02 0.020 Eq. F10-3 103 1.57 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.17E+03 1.00 0.00 0.00 9.60 |
| Minor 1.58E+02 1.17E+03 1.00 0.00 0.00 9.60 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 268 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 268

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

69 ST L250X250X35 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.060 103
206.82 T -0.00 0.42 0.80
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 32.841 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.80 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.80
Ratio
Condition :
:
cU
0.060(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 2.068E+02(T ) Fy: -2.223E-02 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 4.180E-01 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 8.750E+01 Ayy: 8.750E+01 Cw: 2.994E+04 |
| Szz: 3.656E+02 Syy: 8.334E+02 |
| Izz: 3.850E+03 Iyy: 1.477E+04 Ix: 6.656E+02 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.596 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.14 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.14 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.07E+02 3.64E+03 0.057 Eq. D2-1 103 0.00 |
| Rupture 2.07E+02 4.89E+03 0.042 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 5.66E+01 3.59E+03 0.016 Eq. E3-1 106 1.60 |
| Min Buck 5.66E+01 3.44E+03 0.016 Eq. E3-1 106 1.60 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 1.63E-02 16.77 2.44E+05 7.20E+06 3.98E+03 |
| Min Buck 1.63E-02 32.84 2.35E+05
cU
1.88E+06 3.82E+03
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.17E+03 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.33E+00 1.17E+03 0.001 Eq. G2-1 101 1.60 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 8.75E-03 1.00 1.20 7.14 1.30E+03 |
| Local-Y 8.75E-03 1.00 1.20 7.14 1.30E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 2.79E+02 0.000 Eq. F10-1 101 0.00 |
| Minor 5.00E-01 1.22E+02 0.004 Eq. F10-1 101 0.80 |
| Intermediate Mn My |
ca

| Major 3.10E+02 2.07E+02 |

| Minor 1.36E+02 9.07E+01 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 2.79E+02 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 3.10E+02 4.52E+03 1.00 0.00 0.00 1.60 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 270

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.60 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.052 Eq. H2-1 106 1.60 |
| Flexure Tens 0.060 Eq. H2-1 103 0.80 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.63E+03 8.25E+03 3.47E+03 |
| 3.35E+05 3.35E+05 2.11E+05 |
| Flexure Tens 0.00E+00 7.58E+02 1.27E+04 |
| 3.35E+05 2.22E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.54E-01 1.78E+02 0.002 Eq. F10-1 101 0.80 |
| Minor 3.54E-01 1.78E+02 0.002 Eq. F10-1 101 0.80 |
| Intermediate Mn My |
| Major 1.98E+02 1.32E+02 |
| Minor 1.98E+02 1.32E+02 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.54E-01 1.43E+02 0.002 Eq. F10-3 101 0.80 |
ca

| Minor 3.54E-01 1.43E+02 0.002 Eq. F10-3 101 0.80 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.58E+02 1.65E+04 1.00 0.00 0.00 1.60 |
| Minor 1.58E+02 1.65E+04 1.00 0.00 0.00 1.60 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 271

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 272 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 272

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

70 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.790 103
127.43 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.301 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.790(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.274E+02(C ) Fy: -4.047E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.605E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.092 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 273

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 3.21E+01 5.47E+02 0.059 Eq. D2-1 106 1.09 |
| Rupture 3.21E+01 7.35E+02 0.044 Eq. D2-2 106 1.09 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.27E+02 5.24E+02 0.243 Eq. E3-1 103 0.00 |
| Min Buck 1.27E+02 4.65E+02 0.274 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.63 2.38E+05 2.47E+06 5.83E+02 |
| Min Buck 2.45E-03 56.30 2.11E+05
cU
6.38E+05 5.16E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -4.88E-03 1.74E+02 0.000 Eq. G2-1 103 1.09 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.61E-03 7.58E+00 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.46E+02 1.00 0.00 0.00 1.09 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 274 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 274

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.09 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.790 Eq. H2-1 103 0.00 |
| Flexure Tens 0.515 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 5.37E+04 1.19E+05 5.20E+04 |
| 3.35E+05 3.35E+05 1.90E+05 |
| Flexure Tens 5.37E+04 1.19E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.84E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 1.84E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.84E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 1.84E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.84E+02 1.00 0.00 0.00 1.09 |
| Minor 9.48E+00 3.84E+02 1.00 0.00 0.00 1.09 |
|-----------------------------------------------------------------------|
rA
Fo

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 276 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 276

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

71 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.310 103
165.13 T -0.00 0.06 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.900 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.310(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.651E+02(T ) Fy: -1.162E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.438E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 277 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 277

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.65E+02 5.47E+02 0.302 Eq. D2-1 103 0.00 |
| Rupture 1.65E+02 7.35E+02 0.225 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.42E+01 5.01E+02 0.068 Eq. E3-1 106 1.57 |
| Min Buck 3.42E+01 3.91E+02 0.087 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.90 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.50E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 278

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.226 Eq. H2-1 106 1.57 |
| Flexure Tens 0.310 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.44E+04 3.19E+04 1.40E+04 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 1.97E+03 6.74E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.31E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.31E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.31E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.31E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 279

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 280 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 280

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

72 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.726 103
117.04 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.941 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.726(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.170E+02(C ) Fy: -2.790E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 4.716E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.105 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 281 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 281

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.78E+01 5.47E+02 0.051 Eq. D2-1 106 1.10 |
| Rupture 2.78E+01 7.35E+02 0.038 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.17E+02 5.24E+02 0.223 Eq. E3-1 103 0.00 |
| Min Buck 1.17E+02 4.63E+02 0.253 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.96 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.94 2.10E+05
cU
6.24E+05 5.14E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.10E-02 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 4.72E-03 7.58E+00 0.001 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

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STAAD SPACE -- PAGE NO. 282

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.726 Eq. H2-1 103 0.00 |
| Flexure Tens 0.473 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 4.94E+04 1.09E+05 4.78E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 4.94E+04 1.09E+05 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.33E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 3.33E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -3.33E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 3.33E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 284 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 284

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

73 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.291 103
154.15 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.899 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.291(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.541E+02(T ) Fy: -1.412E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.529E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 285

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.54E+02 5.47E+02 0.282 Eq. D2-1 103 0.00 |
| Rupture 1.54E+02 7.35E+02 0.210 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.00E+01 5.01E+02 0.060 Eq. E3-1 106 1.57 |
| Min Buck 3.00E+01 3.91E+02 0.077 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.90 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.57E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 286 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 286

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.198 Eq. H2-1 106 1.57 |
| Flexure Tens 0.291 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.27E+04 2.80E+04 1.23E+04 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.00E+03 6.29E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.35E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.35E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.35E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.35E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 288 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 288

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

74 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.642 103
103.46 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.937 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.642(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.035E+02(C ) Fy: -1.317E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.790E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.105 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 289 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 289

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.43E+01 5.47E+02 0.044 Eq. D2-1 106 1.10 |
| Rupture 2.43E+01 7.35E+02 0.033 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.03E+02 5.24E+02 0.198 Eq. E3-1 103 0.00 |
| Min Buck 1.03E+02 4.63E+02 0.223 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.94 2.10E+05
cU
6.24E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -9.56E-03 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 3.79E-03 7.58E+00 0.001 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 290 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 290

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.642 Eq. H2-1 103 0.00 |
| Flexure Tens 0.418 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 4.36E+04 9.64E+04 4.22E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 4.36E+04 9.64E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.68E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 2.68E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.68E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 2.68E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 291

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 292 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 292

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

75 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.281 103
130.02 T -0.00 0.33 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.897 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.281(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.300E+02(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.255E-01 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 293 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 293

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.30E+02 5.47E+02 0.238 Eq. D2-1 103 0.00 |
| Rupture 1.30E+02 7.35E+02 0.177 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 2.52E+01 5.01E+02 0.050 Eq. E3-1 106 1.57 |
| Min Buck 2.52E+01 3.91E+02 0.064 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.90 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -9.76E-01 1.74E+02 0.006 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 3.79E-01 7.58E+00 0.050 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 294 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 294

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.006 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.166 Eq. H2-1 106 1.57 |
| Flexure Tens 0.281 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.06E+04 2.36E+04 1.03E+04 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 9.97E+03 5.31E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.68E-01 1.07E+01 0.025 Eq. F10-1 101 0.78 |
| Minor 2.68E-01 1.07E+01 0.025 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.68E-01 8.53E+00 0.031 Eq. F10-3 101 0.78 |
ca

| Minor 2.68E-01 8.53E+00 0.031 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 296

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

76 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.540 103
87.03 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.932 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.540(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.703E+01(C ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.482E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 297

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.14E+01 5.47E+02 0.039 Eq. D2-1 106 1.10 |
| Rupture 2.14E+01 7.35E+02 0.029 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 8.70E+01 5.24E+02 0.166 Eq. E3-1 103 0.00 |
| Min Buck 8.70E+01 4.63E+02 0.188 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.93 2.10E+05
cU
6.24E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -8.86E-03 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 3.48E-03 7.58E+00 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 298 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 298

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.540 Eq. H2-1 103 0.00 |
| Flexure Tens 0.352 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.67E+04 8.11E+04 3.55E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 3.67E+04 8.11E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.46E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 2.46E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.46E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 2.46E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 300 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 300

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

77 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.206 103
108.16 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.891 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.206(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.082E+02(T ) Fy: -1.048E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.552E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 301

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.08E+02 5.47E+02 0.198 Eq. D2-1 103 0.00 |
| Rupture 1.08E+02 7.35E+02 0.147 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 2.02E+01 5.01E+02 0.040 Eq. E3-1 106 1.57 |
| Min Buck 2.02E+01 3.91E+02 0.052 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.89 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.58E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

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STAAD SPACE -- PAGE NO. 302

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.134 Eq. H2-1 106 1.57 |
| Flexure Tens 0.206 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 8.52E+03 1.89E+04 8.25E+03 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 4.41E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.36E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.36E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.36E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.36E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 304 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 304

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

78 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.446 103
71.99 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.927 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.446(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 7.199E+01(C ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 3.024E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 305

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.75E+01 5.47E+02 0.032 Eq. D2-1 106 1.10 |
| Rupture 1.75E+01 7.35E+02 0.024 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 7.20E+01 5.24E+02 0.137 Eq. E3-1 103 0.00 |
| Min Buck 7.20E+01 4.63E+02 0.155 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.93 2.10E+05
cU
6.24E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -8.03E-03 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 3.02E-03 7.58E+00 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 306

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.446 Eq. H2-1 103 0.00 |
| Flexure Tens 0.291 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.04E+04 6.71E+04 2.94E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 3.04E+04 6.71E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.14E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Minor 2.14E-03 1.07E+01 0.000 Eq. F10-1 103 0.00 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -2.14E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |
ca

| Minor 2.14E-03 8.53E+00 0.000 Eq. F10-3 103 0.00 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 308 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 308

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

79 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.167 103
86.79 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.894 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.167(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 8.679E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.565E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 8.69E+01 5.47E+02 0.159 Eq. D2-1 103 0.00 |
| Rupture 8.69E+01 7.35E+02 0.118 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 1.47E+01 5.01E+02 0.029 Eq. E3-1 106 1.57 |
| Min Buck 1.47E+01 3.91E+02 0.038 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.14 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.89 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.59E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

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STAAD SPACE -- PAGE NO. 310

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.097 Eq. H2-1 106 1.57 |
| Flexure Tens 0.167 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 6.21E+03 1.38E+04 6.02E+03 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 3.54E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.37E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.37E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.37E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.37E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 312 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 312

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

80 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.354 103
57.13 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.923 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.354(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 5.713E+01(C ) Fy: 1.003E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.591E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 313

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.36E+01 5.47E+02 0.025 Eq. D2-1 106 1.10 |
| Rupture 1.36E+01 7.35E+02 0.019 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 5.71E+01 5.24E+02 0.109 Eq. E3-1 103 0.00 |
| Min Buck 5.71E+01 4.63E+02 0.123 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.92 2.10E+05
cU
6.24E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -7.24E-03 1.74E+02 0.000 Eq. G2-1 103 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.65E-03 7.58E+00 0.000 Eq. F10-1 103 0.09 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

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STAAD SPACE -- PAGE NO. 314

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 103 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.354 Eq. H2-1 103 0.00 |
| Flexure Tens 0.231 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 2.41E+04 5.32E+04 2.33E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 2.41E+04 5.32E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.87E-03 1.07E+01 0.000 Eq. F10-1 103 0.09 |
| Minor 1.87E-03 1.07E+01 0.000 Eq. F10-1 103 0.09 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.87E-03 8.53E+00 0.000 Eq. F10-3 103 0.09 |
ca

| Minor 1.87E-03 8.53E+00 0.000 Eq. F10-3 103 0.09 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 315

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 316 of 346

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STAAD SPACE -- PAGE NO. 316

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

81 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.129 103
65.55 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.887 L/C : 103 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.78
Ratio
Condition :
:
cU
0.129(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 6.555E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.573E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 317

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 6.56E+01 5.47E+02 0.120 Eq. D2-1 103 0.00 |
| Rupture 6.56E+01 7.35E+02 0.089 Eq. D2-2 103 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 9.15E+00 5.01E+02 0.018 Eq. E3-1 106 1.57 |
| Min Buck 9.15E+00 3.91E+02 0.023 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.13 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.89 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.60E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 318

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.061 Eq. H2-1 106 1.57 |
| Flexure Tens 0.129 Eq. H2-1 103 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 3.86E+03 8.57E+03 3.74E+03 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 2.68E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.37E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.37E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.37E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.37E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 319

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 320 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 320

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

82 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.260 103
41.88 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.919 L/C : 103 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
103
0.00
Ratio
Condition :
:
cU
0.260(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 4.188E+01(C ) Fy: 1.815E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 2.167E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 321

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 9.63E+00 5.47E+02 0.018 Eq. D2-1 106 1.10 |
| Rupture 9.63E+00 7.35E+02 0.013 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 4.19E+01 5.24E+02 0.080 Eq. E3-1 103 0.00 |
| Min Buck 4.19E+01 4.63E+02 0.090 Eq. E3-1 103 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.95 2.38E+05 2.41E+06 5.82E+02 |
| Min Buck 2.45E-03 56.92 2.10E+05
cU
6.25E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -6.58E-03 1.74E+02 0.000 Eq. G2-1 101 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.38E-03 7.58E+00 0.000 Eq. F10-1 103 0.28 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

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STAAD SPACE -- PAGE NO. 322

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 101 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.260 Eq. H2-1 103 0.00 |
| Flexure Tens 0.169 Eq. H2-1 103 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.77E+04 3.90E+04 1.71E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 1.77E+04 3.90E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.69E-03 1.07E+01 0.000 Eq. F10-1 103 0.28 |
| Minor 1.69E-03 1.07E+01 0.000 Eq. F10-1 103 0.28 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.69E-03 8.53E+00 0.000 Eq. F10-3 103 0.28 |
ca

| Minor 1.69E-03 8.53E+00 0.000 Eq. F10-3 103 0.28 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
Fo

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 324 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 324

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

83 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.095 102
47.09 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.881 L/C : 102 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
102
0.78
Ratio
Condition :
:
cU
0.095(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 4.709E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.570E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

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STAAD SPACE -- PAGE NO. 325

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 4.71E+01 5.47E+02 0.086 Eq. D2-1 102 0.00 |
| Rupture 4.71E+01 7.35E+02 0.064 Eq. D2-2 102 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 3.96E+00 5.01E+02 0.008 Eq. E3-1 106 1.57 |
| Min Buck 3.96E+00 3.91E+02 0.010 Eq. E3-1 106 1.57 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.13 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.88 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.61E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 326 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 326

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.026 Eq. H2-1 106 1.57 |
| Flexure Tens 0.095 Eq. H2-1 102 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.67E+03 3.73E+03 1.62E+03 |
| 3.35E+05 3.35E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 1.92E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
rA
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STAAD SPACE -- PAGE NO. 327

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 328 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 328

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

84 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.186 102
29.94 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 56.914 L/C : 102 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
102
0.00
Ratio
Condition :
:
cU
0.186(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 2.994E+01(C ) Fy: 2.492E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 1.598E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 329 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 329

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 6.00E+00 5.47E+02 0.011 Eq. D2-1 106 1.10 |
| Rupture 6.00E+00 7.35E+02 0.008 Eq. D2-2 106 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 2.99E+01 5.24E+02 0.057 Eq. E3-1 102 0.00 |
| Min Buck 2.99E+01 4.63E+02 0.065 Eq. E3-1 102 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.94 2.38E+05 2.42E+06 5.82E+02 |
| Min Buck 2.45E-03 56.91 2.10E+05
cU
6.25E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -6.08E-03 1.74E+02 0.000 Eq. G2-1 101 1.10 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.03E-03 7.58E+00 0.000 Eq. F10-1 103 0.37 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 330 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 330

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 101 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.186 Eq. H2-1 102 0.00 |
| Flexure Tens 0.121 Eq. H2-1 102 0.00 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 1.26E+04 2.79E+04 1.22E+04 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 1.26E+04 2.79E+04 0.00E+00 |
| 3.35E+05 3.35E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.44E-03 1.07E+01 0.000 Eq. F10-1 103 0.37 |
| Minor 1.44E-03 1.07E+01 0.000 Eq. F10-1 103 0.37 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
de

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.44E-03 8.53E+00 0.000 Eq. F10-3 103 0.37 |
ca

| Minor 1.44E-03 8.53E+00 0.000 Eq. F10-3 103 0.37 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
rA
Fo

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STAAD SPACE -- PAGE NO. 331

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 332 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 332

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

85 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.058 102
27.11 T -0.00 0.07 0.78
|-----------------------------------------------------------------------|

se
| SLENDERNESS |
| Actual Slenderness Ratio : 80.879 L/C : 102 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
102
0.78
Ratio
Condition :
:
cU
0.058(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 2.711E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.570E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
de

| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
ca

|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
rA

| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 333 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 333

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 2.72E+01 5.47E+02 0.050 Eq. D2-1 102 0.00 |
| Rupture 2.72E+01 7.35E+02 0.037 Eq. D2-2 102 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

se
| Maj Buck 0.00E+00 5.01E+02 0.000 Eq. E3-1 101 0.00 |
| Min Buck 0.00E+00 3.91E+02 0.000 Eq. E3-1 101 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.13 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.88 1.77E+05
cU
3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -1.94E-01 1.74E+02 0.001 Eq. G2-1 101 1.57 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
de

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.61E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
ca

| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
rA

| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
Fo

D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 334 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 334

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

ly
ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 1.57 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.010 Eq. H2-1 101 0.78 |
| Flexure Tens 0.058 Eq. H2-1 102 0.78 |

se
| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 0.00E+00 2.33E+03 0.00E+00 |
| 3.35E+05 2.32E+05 1.60E+05 |
| Flexure Tens 0.00E+00 2.01E+03 1.11E+04 |
| 3.35E+05 2.32E+05
cU
2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
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|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
ca

| Minor 5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
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STAAD SPACE -- PAGE NO. 335

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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 336

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

86 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.073 102
11.77 C -0.00 0.00 0.00
|-----------------------------------------------------------------------|

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| SLENDERNESS |
| Actual Slenderness Ratio : 56.909 L/C : 102 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
102
0.00
Ratio
Condition :
:
cU
0.073(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.177E+01(C ) Fy: 3.497E-03 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 1.586E-03 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
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| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.104 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
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|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
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| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 337

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 0.00E+00 5.47E+02 0.000 Eq. D2-1 101 0.00 |
| Rupture 0.00E+00 7.35E+02 0.000 Eq. D2-2 101 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

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| Maj Buck 1.18E+01 5.24E+02 0.022 Eq. E3-1 102 0.00 |
| Min Buck 1.18E+01 4.63E+02 0.025 Eq. E3-1 102 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 28.94 2.38E+05 2.42E+06 5.82E+02 |
| Min Buck 2.45E-03 56.91 2.10E+05
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6.25E+05 5.15E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y -5.31E-03 1.74E+02 0.000 Eq. G2-1 101 1.10 |
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| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
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| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 2.42E-03 7.58E+00 0.000 Eq. F10-1 103 0.46 |
| Intermediate Mn My |
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| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
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| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.44E+02 1.00 0.00 0.00 1.10 |
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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 338 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 338

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.000 Eq. H3-8 101 1.10 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.073 Eq. H2-1 102 0.00 |
| Flexure Tens 0.047 Eq. H2-1 102 0.00 |

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| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 4.96E+03 1.09E+04 4.80E+03 |
| 3.35E+05 3.35E+05 1.89E+05 |
| Flexure Tens 4.96E+03 1.09E+04 0.00E+00 |
| 3.35E+05 3.35E+05
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2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.71E-03 1.07E+01 0.000 Eq. F10-1 103 0.46 |
| Minor 1.71E-03 1.07E+01 0.000 Eq. F10-1 103 0.46 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
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|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.71E-03 8.53E+00 0.000 Eq. F10-3 103 0.46 |
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| Minor 1.71E-03 8.53E+00 0.000 Eq. F10-3 103 0.46 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
| Minor 9.48E+00 3.77E+02 1.00 0.00 0.00 1.10 |
|-----------------------------------------------------------------------|
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STAAD SPACE -- PAGE NO. 339

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D:\Downloads\TRUSS-DESIGN-G2PLAN.anl Page 340 of 346

 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 340

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

On
=======================================================================

87 ST L100X100X13 (EUROPEAN SECTIONS)

PASS Eq. H2-1 0.040 104
17.12 T -0.00 0.06 0.78
|-----------------------------------------------------------------------|

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| SLENDERNESS |
| Actual Slenderness Ratio : 80.877 L/C : 104 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.78 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C :
| Loc :
104
0.78
Ratio
Condition :
:
cU
0.040(PASS)
Eq. H2-1
|
|
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 1.712E+01(T ) Fy: 0.000E+00 Fz: 0.000E+00 |
| Mx: 0.000E+00 My: -0.000E+00 Mz: 6.449E-02 |
|-----------------------------------------------------------------------|
mi
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 1.300E+01 Ayy: 1.300E+01 Cw: 9.977E+01 |
| Szz: 2.263E+01 Syy: 5.010E+01 |
| Izz: 9.221E+01 Iyy: 3.566E+02 Ix: 1.380E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
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| Fyld: 248000.002 Fu: 399895.953 |

|-----------------------------------------------------------------------|
| Actual Member Length: 1.569 |
| Design Parameters |
| Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
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|-----------------------------------------------------------------------|
| SECTION CLASS UNSTIFFENED / l lp lr CASE |
| STIFFENED |
| Compression : Non-Slender 7.69 N/A 12.94 T.B4.1(a)-3 |
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| N/A N/A N/A N/A N/A |

| Flexure : Compact 7.69 15.53 26.16 T.B4.1(b)-12 |
| N/A N/A N/A N/A N/A |
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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 341

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR AXIAL TENSION |
| |

On
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.72E+01 5.47E+02 0.031 Eq. D2-1 104 0.00 |
| Rupture 1.72E+01 7.35E+02 0.023 Eq. D2-2 104 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR AXIAL COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |

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| Maj Buck 0.00E+00 5.01E+02 0.000 Eq. E3-1 101 0.00 |
| Min Buck 0.00E+00 3.91E+02 0.000 Eq. E3-1 101 0.00 |
| Intermediate |
| Results Eff Area KL/r Fcr Fe Pn |
| Maj Buck 2.45E-03 41.13 2.27E+05 1.20E+06 5.57E+02 |
| Min Buck 2.45E-03 80.88 1.77E+05
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3.09E+05 4.34E+02
|-----------------------------------------------------------------------|
|

| CHECK FOR SHEAR |

| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Local-Z -0.00E+00 1.74E+02 0.000 Eq. G2-1 101 0.00 |
| Local-Y 1.94E-01 1.74E+02 0.001 Eq. G2-1 101 0.00 |
mi
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Local-Z 1.30E-03 1.00 1.20 7.69 1.93E+02 |
| Local-Y 1.30E-03 1.00 1.20 7.69 1.93E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
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| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major 0.00E+00 1.68E+01 0.000 Eq. F10-1 101 0.00 |
| Minor 7.61E-02 7.58E+00 0.010 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
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| Major 1.86E+01 1.24E+01 |

| Minor 8.42E+00 5.61E+00 |
|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
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| FORCE CAPACITY RATIO CRITERIA L/C LOC |

| Major 0.00E+00 1.68E+01 0.000 Eq. F10-3 101 0.00 |
| Intermediate Mn Me Cb Lp Lr Lb |
| Major 1.86E+01 1.02E+02 1.00 0.00 0.00 1.57 |
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 Tuesday, October 15, 2024 1:29 AM

STAAD SPACE -- PAGE NO. 342

STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.4a

********************************************

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ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

|-----------------------------------------------------------------------|
| CHECK FOR SHEAR AND NORMAL STRESS INTERACTION |
| |

On
| STRESS RATIO CRITERIA L/C LOC |
| Shear 1.34E+05 0.001 Eq. H3-8 101 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR FLEXURE TENS/COMP INTERACTION |
| RATIO CRITERIA L/C LOC |
| Flexure Comp 0.010 Eq. H2-1 101 0.78 |
| Flexure Tens 0.040 Eq. H2-1 104 0.78 |

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| Intermediate frbw / frbz / fra / |
| Fcbw Fcbz Fca |
| Flexure Comp 0.00E+00 2.33E+03 0.00E+00 |
| 3.35E+05 2.32E+05 1.60E+05 |
| Flexure Tens 0.00E+00 1.98E+03 6.99E+03 |
| 3.35E+05 2.32E+05
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2.23E+05 |

GEOMETRIC AXIS DESIGN

|-----------------------------------------------------------------------|
| CHECK FOR BENDING-YIELDING |
| |
mi
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Minor 5.38E-02 1.07E+01 0.005 Eq. F10-1 101 0.78 |
| Intermediate Mn My |
| Major 1.18E+01 7.90E+00 |
| Minor 1.18E+01 7.90E+00 |
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|-----------------------------------------------------------------------|
| CHECK FOR BENDING-LATERAL TORSIONAL BUCKLING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |
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| Minor 5.38E-02 8.53E+00 0.006 Eq. F10-3 101 0.78 |

| Intermediate Mn Me Cb Lp Lr Lb |
| Major 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
| Minor 9.48E+00 2.19E+02 1.00 0.00 0.00 1.57 |
|-----------------------------------------------------------------------|
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STAAD SPACE -- PAGE NO. 343

108. PARAMETER 2
109. CODE AISC UNIFIED 2010
110. STEEL TAKE OFF ALL

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STAAD SPACE -- PAGE NO. 344

STEEL TAKE OFF

STEEL TAKE-OFF
--------------

PROFILE LENGTH(METE) WEIGHT(KN )

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ST L250X250X35 75.22 94.184
ST L100X100X13 48.10 9.053
----------------
TOTAL = 103.237

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************ END OF DATA FROM INTERNAL STORAGE ************

111. FINISH

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*********** END OF THE STAAD.Pro RUN ***********

**** DATE= OCT 15,2024 TIME= 2:23:23 ****

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STAAD SPACE -- PAGE NO. 345

************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://www.bentley.com/en/support/ *
* *
* Details about additional assistance from *
* Bentley and Partners can be found at program menu *

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* Help->Technical Support *
* *
* Copyright (c) Bentley Systems, Inc. *
* http://www.bentley.com *
************************************************************

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