STRUCTURAL ANALYSIS

& DESIGN REPORT

PAGE NO. 1

****************************************************
* *
* STAAD.Pro CONNECT Edition *
* Version 22.00.00.15 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= OCT 5, 2023 *
* Time= 11:39:15 *
* *
* Licensed to: only@ ::LAVteam::® *
****************************************************

1. STAAD SPACE
INPUT FILE: C:\Users\JKL\Desktop\2\MIKOY\MISC~1.PRO\DG_10~1\THECOR~1\M011PA~1\Structure1.STD
2. START JOB INFORMATION
3. END JOB INFORMATION
4. INPUT WIDTH 79
5. UNIT METER KN
6. JOINT COORDINATES
7. 1 0 0 0; 2 1.161 0 0; 3 2.322 0 0; 4 3.483 0 0; 5 4.432 0 0
8. 6 0 0 4.404; 7 1.161 0 4.404; 8 2.322 0 4.404; 9 3.483 0 4.404
9. 10 4.432 0 0.558; 11 4.867 0 4.404; 12 6.251 0 4.404; 13 3.483 0 1.2
10. 14 4.867 0 1.2; 15 6.251 0 1.2; 16 3.483 0 0.558; 17 0 0 0.367
11. 18 0 0 0.734; 19 0 0 1.101; 20 0 0 1.468; 21 0 0 1.835; 22 0 0 2.202
12. 23 0 0 2.569; 24 0 0 2.936; 25 0 0 3.303; 26 0 0 3.67; 27 0 0 4.037
13. 28 1.161 0 0.367; 29 1.161 0 0.734; 30 1.161 0 1.101; 31 1.161 0 1.468
14. 32 1.161 0 1.835; 33 1.161 0 2.202; 34 1.161 0 2.569; 35 1.161 0 2.936
15. 36 1.161 0 3.303; 37 1.161 0 3.67; 38 1.161 0 4.037; 39 2.322 0 0.367
16. 40 2.322 0 0.734; 41 2.322 0 1.101; 42 2.322 0 1.468; 43 2.322 0 1.835
17. 44 2.322 0 2.202; 45 2.322 0 2.569; 46 2.322 0 2.936; 47 2.322 0 3.303
18. 48 2.322 0 3.67; 49 2.322 0 4.037; 50 3.483 0 0.367; 51 3.483 0 0.734
19. 52 3.483 0 1.101; 53 3.483 0 1.468; 54 3.483 0 1.835; 55 3.483 0 2.202
20. 56 3.483 0 2.569; 57 3.483 0 2.936; 58 3.483 0 3.303; 59 3.483 0 3.67
21. 60 3.483 0 4.037; 61 4.867 0 1.468; 62 4.867 0 1.835; 63 4.867 0 2.202
22. 64 4.867 0 2.569; 65 4.867 0 2.936; 66 4.867 0 3.303; 67 4.867 0 3.67
23. 68 4.867 0 4.037; 69 6.251 0 1.468; 70 6.251 0 1.835; 71 6.251 0 2.202
24. 72 6.251 0 2.569; 73 6.251 0 2.936; 74 6.251 0 3.303; 75 6.251 0 3.67
25. 76 6.251 0 4.037; 77 4.432 0 0.367
26. MEMBER INCIDENCES
27. 1 1 17; 2 2 28; 3 3 39; 4 4 50; 5 5 77; 6 14 61; 7 15 69; 8 13 14
28. 9 1 2; 10 6 7; 11 13 53; 12 14 15; 13 4 5; 14 3 4; 15 2 3; 16 11 12
29. 17 9 11; 18 8 9; 19 7 8; 20 16 51; 21 16 10; 22 17 18; 23 18 19
30. 24 19 20; 25 20 21; 26 21 22; 27 22 23; 28 23 24; 29 24 25; 30 25 26
31. 31 26 27; 32 27 6; 33 28 29; 34 29 30; 35 30 31; 36 31 32; 37 32 33
32. 38 33 34; 39 34 35; 40 35 36; 41 36 37; 42 37 38; 43 38 7; 44 39 40
33. 45 40 41; 46 41 42; 47 42 43; 48 43 44; 49 44 45; 50 45 46; 51 46 47
34. 52 47 48; 53 48 49; 54 49 8; 55 50 16; 56 51 52; 57 52 13; 58 53 54
35. 59 54 55; 60 55 56; 61 56 57; 62 57 58; 63 58 59; 64 59 60; 65 60 9
36. 66 61 62; 67 62 63; 68 63 64; 69 64 65; 70 65 66; 71 66 67; 72 67 68
37. 73 68 11; 74 69 70; 75 70 71; 76 71 72; 77 72 73; 78 73 74; 79 74 75
38. 80 75 76; 81 76 12; 82 77 10; 83 17 28; 84 18 29; 85 19 30; 86 20 31

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 2

39. 87 21 32; 88 22 33; 89 23 34; 90 24 35; 91 25 36; 92 26 37; 93 27 38

40. 94 50 77; 95 39 50; 96 28 39; 97 40 51; 98 29 40; 99 41 52; 100 30 41
41. 101 61 69; 102 53 61; 103 42 53; 104 31 42; 105 62 70; 106 54 62
42. 107 43 54; 108 32 43; 109 63 71; 110 55 63; 111 44 55; 112 33 44
43. 113 64 72; 114 56 64; 115 45 56; 116 34 45; 117 65 73; 118 57 65
44. 119 46 57; 120 35 46; 121 66 74; 122 58 66; 123 47 58; 124 36 47
45. 125 67 75; 126 59 67; 127 48 59; 128 37 48; 129 68 76; 130 60 68
46. 131 49 60; 132 38 49
47. START GROUP DEFINITION
48. FLOOR
49. _FLOOR_JOIST 1 TO 132
50. END GROUP DEFINITION
51. START USER TABLE
52. TABLE 1
53. UNIT METER KN
54. TUBE
55. 100MM50MMX3MM
56. 0.000864 0.1 0.05 0.003 1.12119E-06 3.74392E-07 8.6602E-07 0.0006 0.0003
57. 50MMX50MMX2MM
58. 0.000384 0.05 0.05 0.002 1.47712E-07 1.47712E-07 2.21184E-07 -
59. 0.0002 0.0002
60. END
61. DEFINE MATERIAL START
62. ISOTROPIC STEEL
63. E 2.05E+08
64. POISSON 0.3
65. DENSITY 76.8195
66. ALPHA 1.2E-05
67. DAMP 0.03
68. TYPE STEEL
69. STRENGTH RY 1.5 RT 1.2
70. END DEFINE MATERIAL
71. MEMBER PROPERTY
72. 1 TO 82 UPTABLE 1 100MM50MMX3MM
73. 83 TO 132 UPTABLE 1 50MMX50MMX2MM
74. CONSTANTS
75. MATERIAL STEEL ALL
76. SUPPORTS
77. 1 TO 77 PINNED
78. LOAD 1 LOADTYPE DEAD TITLE DL
79. SELFWEIGHT Y -1 LIST ALL
80. ONEWAY LOAD
81. _FLOOR_JOIST ONE -1.01 GY
**NOTE** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4.2 Note d and/or "5.32.4.3 Note f.

82. LOAD 2 LOADTYPE LIVE TITLE LL

83. ONEWAY LOAD

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 3

84. _FLOOR_JOIST ONE -3 GY

85. LOAD COMB 3 DL + LL
86. 1 1.0 2 1.0
87. PERFORM ANALYSIS

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

NUMBER OF JOINTS 77 NUMBER OF MEMBERS 132

NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 77

Using 64-bit analysis engine.

SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER

TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 231

TOTAL LOAD COMBINATION CASES = 1 SO FAR.

88. PARAMETER 1
89. CODE AISC UNIFIED 2016
90. FYLD 248000 ALL
91. CHECK CODE
ALL STEEL DESIGN

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 4

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

***NOTE : AISC 360-16 Design Statement for STAAD.Pro.

*** AXIS CONVENTION ***:

========================

The capacity results and intermediate results in the report follow the notations
and axes labels as defined in the AISC 360-16 code.
The analysis results are reported in STAAD.Pro axis convention and the AISC
360:16 design results are reported in AISC 360-16 code axis convention.

AISC Spec. STAAD.Pro Description

X Z Axis typically parallel to the sections principal major

axis.
Y Y Axis typically parallel to the sections principal minor
axis.
Z X Longitudinal axis perpendicular to the cross section.

SECTION FORCES AXIS MAPPING: -

AISC Spec. STAAD.Pro Description

Pz FX Axial force.
Vy FY Shear force along minor axis.
Vx FZ Shear force along major axis.
Tz MX Torsional moment.
My MY Bending moment about minor axis.
Mx MZ Bending moment about major axis.

*** DESIGN MESSAGES ***:

=======================

1. Section classification reported is for the cross section and loadcase that
produced the worst case design ratio for flexure/compression Capacity
results.
2. Results for any Capacity/Check that is not relevant for a
section/loadcase based on the code clause in AISC 360-16 will not be
shown in the report.
3. Bending results are reported as being “about” the relevant axis (X/Y), while
the results for shear are reported as being for shear forces “along” the
axis.
E.g : Mx indicates bending about the X axis, while Vx indicates shear along
the X axis.

*** ABBREVIATIONS ***:

======================

F-T-B = Flexural-Torsional
Buckling L-T-B = Lateral-Torsional
Buckling F-L-B = Flange Local
Buckling
W-L-B = Web Local
Buckling L-L-B = Leg
Local Buckling
C-F-Y = Compression Flange

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
Yielding T-F-Y = Tension Flange
Yielding

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 5

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 1
| |
| Member No: 1 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.038 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.9779E-02 Vx: 0.000 |
| Tz: 0.1389 My: 0.000 Mx: -.2468E-08 |
| |
- Member : 2
| |
| Member No: 2 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.007 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.9778E-02 Vx: 0.000 |
| Tz: -.2699E-01 My: 0.000 Mx: -.7594E-07 |
| |
- Member : 3
| |
| Member No: 3 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.003 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.9775E-02 Vx: 0.000 |
| Tz: 0.1056E-01 My: 0.000 Mx: -.2111E-05 |
| |
- Member : 4
| |
| Member No: 4 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.007 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1031E-01 Vx: 0.000 |
| Tz: -.2417E-01 My: 0.000 Mx: 0.2163E-05 |
| |
- Member : 5
| |
| Member No: 5 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.004 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1029E-01 Vx: 0.000 |
| Tz: -.1532E-01 My: 0.000 Mx: 0.2650E-07 |
| |
- Member : 6
| |
| Member No: 6 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.009 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.6568E-02 Vx: 0.000 |
| Tz: 0.3151E-01 My: 0.000 Mx: 0.6551E-05 |
| |
- Member : 7
| |
| Member No: 7 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.062 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.6542E-02 Vx: 0.000 |
| Tz: -.2278 My: 0.000 Mx: 0.1443E-06 |
| |

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 6

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 8
| |
| Member No: 8 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.030 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.4707 Vx: 0.000 |
| Tz: -.6696E-05 My: 0.000 Mx: 0.1871 |
| |
- Member : 9
| |
| Member No: 9 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.028 Loadcase: 3 |
| Location: 0.29 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.2890E-02 Vx: 0.000 |
| Tz: -.2468E-08 My: 0.000 Mx: -.1718 |
| |
- Member : 10
| |
| Member No: 10 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.028 Loadcase: 3 |
| Location: 0.29 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.5064E-02 Vx: 0.000 |
| Tz: -.2780E-13 My: 0.000 Mx: -.1707 |
| |
- Member : 11
| |
| Member No: 11 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.011 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.7813E-02 Vx: 0.000 |
| Tz: 0.3897E-01 My: 0.000 Mx: 0.3054E-03 |
| |
- Member : 12
| |
| Member No: 12 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.039 Loadcase: 3 |
| Location: 1.15 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.1486E-02 Vx: 0.000 |
| Tz: -.1443E-06 My: 0.000 Mx: -.2442 |
| |
- Member : 13
| |
| Member No: 13 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.018 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.5148 Vx: 0.000 |
| Tz: -.2650E-07 My: 0.000 Mx: 0.1120 |
| |
- Member : 14
| |
| Member No: 14 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.014 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.4827 Vx: 0.000 |
| Tz: -.2190E-05 My: 0.000 Mx: 0.8780E-01 |
| |

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 7

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 15
| |
| Member No: 15 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.026 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.5373 Vx: 0.000 |
| Tz: -.7841E-07 My: 0.000 Mx: 0.1618 |
| |
- Member : 16
| |
| Member No: 16 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.041 Loadcase: 3 |
| Location: 1.04 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.2778E-01 Vx: 0.000 |
| Tz: 0.1343E-12 My: 0.000 Mx: -.2517 |
| |
- Member : 17
| |
| Member No: 17 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.039 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.6784 Vx: 0.000 |
| Tz: 0.1497E-11 My: 0.000 Mx: 0.2415 |
| |
- Member : 18
| |
| Member No: 18 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.016 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.4936 Vx: 0.000 |
| Tz: -.1039E-10 My: 0.000 Mx: 0.1021 |
| |
- Member : 19
| |
| Member No: 19 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.026 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.5461 Vx: 0.000 |
| Tz: -.6780E-12 My: 0.000 Mx: 0.1629 |
| |
- Member : 20
| |
| Member No: 20 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.033 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.3612E-02 Vx: 0.000 |
| Tz: -.1215 My: 0.000 Mx: 0.1675E-03 |
| |
- Member : 21
| |
| Member No: 21 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.023 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.4059 Vx: 0.000 |
| Tz: 0.4413E-05 My: 0.000 Mx: 0.1405 |
| |

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 8

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 22
| |
| Member No: 22 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.019 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1262E-01 Vx: 0.000 |
| Tz: 0.7040E-01 My: 0.000 Mx: 0.8810E-03 |
| |
- Member : 23
| |
| Member No: 23 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.010 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1210E-01 Vx: 0.000 |
| Tz: 0.3564E-01 My: 0.000 Mx: 0.7201E-03 |
| |
- Member : 24
| |
| Member No: 24 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.005 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1219E-01 Vx: 0.000 |
| Tz: 0.1759E-01 My: 0.000 Mx: 0.7495E-03 |
| |
- Member : 25
| |
| Member No: 25 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.002 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: 0.7894E-02 My: 0.000 Mx: 0.7441E-03 |
| |
- Member : 26
| |
| Member No: 26 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: 0.2057E-02 My: 0.000 Mx: 0.7451E-03 |
| |
- Member : 27
| |
| Member No: 27 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: -.2655E-02 My: 0.000 Mx: 0.7449E-03 |
| |
- Member : 28
| |
| Member No: 28 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.002 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: -.8433E-02 My: 0.000 Mx: 0.7451E-03 |
| |

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 9

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 29
| |
| Member No: 29 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.005 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1216E-01 Vx: 0.000 |
| Tz: -.1795E-01 My: 0.000 Mx: 0.7441E-03 |
| |
- Member : 30
| |
| Member No: 30 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.010 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1226E-01 Vx: 0.000 |
| Tz: -.3565E-01 My: 0.000 Mx: 0.7495E-03 |
| |
- Member : 31
| |
| Member No: 31 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.019 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1174E-01 Vx: 0.000 |
| Tz: -.7005E-01 My: 0.000 Mx: 0.7201E-03 |
| |
- Member : 32
| |
| Member No: 32 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.038 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1458E-01 Vx: 0.000 |
| Tz: -.1383 My: 0.000 Mx: 0.8810E-03 |
| |
- Member : 33
| |
| Member No: 33 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.005 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1262E-01 Vx: 0.000 |
| Tz: -.1927E-01 My: 0.000 Mx: 0.8811E-03 |
| |
- Member : 34
| |
| Member No: 34 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.003 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1210E-01 Vx: 0.000 |
| Tz: -.1103E-01 My: 0.000 Mx: 0.7201E-03 |
| |
- Member : 35
| |
| Member No: 35 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1219E-01 Vx: 0.000 |
| Tz: -.5069E-02 My: 0.000 Mx: 0.7495E-03 |
| |

10 | P a g e JKL DESIGN GROUP CO.

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 10

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 36
| |
| Member No: 36 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: -.1878E-02 My: 0.000 Mx: 0.7441E-03 |
| |
- Member : 37
| |
| Member No: 37 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 1 |
| Location: 0.00 Ref: Cl.G1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: -.2079E-04 My: 0.000 Mx: 0.7451E-03 |
| |
- Member : 38
| |
| Member No: 38 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: 0.1476E-02 My: 0.000 Mx: 0.7449E-03 |
| |
- Member : 39
| |
| Member No: 39 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: 0.3412E-02 My: 0.000 Mx: 0.7451E-03 |
| |
- Member : 40
| |
| Member No: 40 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.002 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1216E-01 Vx: 0.000 |
| Tz: 0.6404E-02 My: 0.000 Mx: 0.7441E-03 |
| |
- Member : 41
| |
| Member No: 41 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.003 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1226E-01 Vx: 0.000 |
| Tz: 0.1112E-01 My: 0.000 Mx: 0.7495E-03 |
| |
- Member : 42
| |
| Member No: 42 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.005 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1174E-01 Vx: 0.000 |
| Tz: 0.1791E-01 My: 0.000 Mx: 0.7201E-03 |
| |

11 | P a g e JKL DESIGN GROUP CO.

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 11

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 43
| |
| Member No: 43 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.007 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1458E-01 Vx: 0.000 |
| Tz: 0.2501E-01 My: 0.000 Mx: 0.8810E-03 |
| |
- Member : 44
| |
| Member No: 44 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.003 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1262E-01 Vx: 0.000 |
| Tz: 0.9564E-02 My: 0.000 Mx: 0.8821E-03 |
| |
- Member : 45
| |
| Member No: 45 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1210E-01 Vx: 0.000 |
| Tz: 0.6714E-03 My: 0.000 Mx: 0.7191E-03 |
| |
- Member : 46
| |
| Member No: 46 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.002 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1220E-01 Vx: 0.000 |
| Tz: -.7162E-02 My: 0.000 Mx: 0.7507E-03 |
| |
- Member : 47
| |
| Member No: 47 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1217E-01 Vx: 0.000 |
| Tz: -.5269E-02 My: 0.000 Mx: 0.7433E-03 |
| |
- Member : 48
| |
| Member No: 48 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: -.2986E-02 My: 0.000 Mx: 0.7454E-03 |
| |
- Member : 49
| |
| Member No: 49 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: -.1813E-02 My: 0.000 Mx: 0.7448E-03 |
| |

17 | P a g e JKL DESIGN GROUP CO.

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 12

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 50
| |
| Member No: 50 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: -.1528E-02 My: 0.000 Mx: 0.7451E-03 |
| |
- Member : 51
| |
| Member No: 51 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1216E-01 Vx: 0.000 |
| Tz: -.1690E-02 My: 0.000 Mx: 0.7441E-03 |
| |
- Member : 52
| |
| Member No: 52 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1226E-01 Vx: 0.000 |
| Tz: -.1825E-02 My: 0.000 Mx: 0.7495E-03 |
| |
- Member : 53
| |
| Member No: 53 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1174E-01 Vx: 0.000 |
| Tz: -.1345E-02 My: 0.000 Mx: 0.7201E-03 |
| |
- Member : 54
| |
| Member No: 54 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 1 |
| Location: 0.00 Ref: Cl.G1 |
| Pz: 0.000 T Vy: 0.1458E-01 Vx: 0.000 |
| Tz: 0.2933E-04 My: 0.000 Mx: 0.8810E-03 |
| |
- Member : 55
| |
| Member No: 55 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.005 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.9087E-02 Vx: 0.000 |
| Tz: 0.1903E-01 My: 0.000 Mx: 0.6881E-03 |
| |
- Member : 56
| |
| Member No: 56 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.003 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1217E-01 Vx: 0.000 |
| Tz: 0.1218E-01 My: 0.000 Mx: 0.5617E-03 |
| |

18 | P a g e JKL DESIGN GROUP CO.

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 13

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 57
| |
| Member No: 57 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.042 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.5811E-02 Vx: 0.000 |
| Tz: 0.1528 My: 0.000 Mx: 0.5621E-03 |
| |
- Member : 58
| |
| Member No: 58 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.007 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1170E-01 Vx: 0.000 |
| Tz: 0.2465E-01 My: 0.000 Mx: 0.5965E-03 |
| |
- Member : 59
| |
| Member No: 59 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.002 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1227E-01 Vx: 0.000 |
| Tz: 0.8086E-02 My: 0.000 Mx: 0.7720E-03 |
| |
- Member : 60
| |
| Member No: 60 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1216E-01 Vx: 0.000 |
| Tz: 0.2625E-02 My: 0.000 Mx: 0.7400E-03 |
| |
- Member : 61
| |
| Member No: 61 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: 0.1141E-02 My: 0.000 Mx: 0.7460E-03 |
| |
- Member : 62
| |
| Member No: 62 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 1 |
| Location: 0.37 Ref: Cl.G1 |
| Pz: 0.000 T Vy: -.1219E-01 Vx: 0.000 |
| Tz: 0.1310E-03 My: 0.000 Mx: 0.7495E-03 |
| |
- Member : 63
| |
| Member No: 63 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1226E-01 Vx: 0.000 |
| Tz: -.1474E-02 My: 0.000 Mx: 0.7495E-03 |
| |

19 | P a g e JKL DESIGN GROUP CO.

_____________________________________________________________________________
 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 14

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 64
| |
| Member No: 64 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.002 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1174E-01 Vx: 0.000 |
| Tz: -.8875E-02 My: 0.000 Mx: 0.7201E-03 |
| |
- Member : 65
| |
| Member No: 65 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.009 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1458E-01 Vx: 0.000 |
| Tz: -.3124E-01 My: 0.000 Mx: 0.8810E-03 |
| |
- Member : 66
| |
| Member No: 66 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.007 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1181E-01 Vx: 0.000 |
| Tz: 0.2489E-01 My: 0.000 Mx: 0.6296E-03 |
| |
- Member : 67
| |
| Member No: 67 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.004 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1225E-01 Vx: 0.000 |
| Tz: 0.1589E-01 My: 0.000 Mx: 0.7661E-03 |
| |
- Member : 68
| |
| Member No: 68 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.002 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1217E-01 Vx: 0.000 |
| Tz: 0.7772E-02 My: 0.000 Mx: 0.7411E-03 |
| |
- Member : 69
| |
| Member No: 69 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.000 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: 0.6012E-03 My: 0.000 Mx: 0.7458E-03 |
| |
- Member : 70
| |
| Member No: 70 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.002 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1216E-01 Vx: 0.000 |
| Tz: -.6534E-02 My: 0.000 Mx: 0.7440E-03 |
| |

20 | P a g e JKL DESIGN GROUP CO.

_____________________________________________________________________________
 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 15

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 71
| |
| Member No: 71 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.004 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1226E-01 Vx: 0.000 |
| Tz: -.1465E-01 My: 0.000 Mx: 0.7495E-03 |
| |
- Member : 72
| |
| Member No: 72 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.007 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1174E-01 Vx: 0.000 |
| Tz: -.2401E-01 My: 0.000 Mx: 0.7201E-03 |
| |
- Member : 73
| |
| Member No: 73 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.009 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1458E-01 Vx: 0.000 |
| Tz: -.3215E-01 My: 0.000 Mx: 0.8810E-03 |
| |
- Member : 74
| |
| Member No: 74 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.037 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1181E-01 Vx: 0.000 |
| Tz: -.1353 My: 0.000 Mx: 0.6305E-03 |
| |
- Member : 75
| |
| Member No: 75 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.019 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1225E-01 Vx: 0.000 |
| Tz: -.6848E-01 My: 0.000 Mx: 0.7659E-03 |
| |
- Member : 76
| |
| Member No: 76 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.008 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1217E-01 Vx: 0.000 |
| Tz: -.2988E-01 My: 0.000 Mx: 0.7411E-03 |
| |
- Member : 77
| |
| Member No: 77 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.001 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1218E-01 Vx: 0.000 |
| Tz: -.3413E-02 My: 0.000 Mx: 0.7458E-03 |
| |

21 | P a g e JKL DESIGN GROUP CO.

_____________________________________________________________________________
 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 16

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 78
| |
| Member No: 78 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.006 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1216E-01 Vx: 0.000 |
| Tz: 0.2160E-01 My: 0.000 Mx: 0.7440E-03 |
| |
- Member : 79
| |
| Member No: 79 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.015 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1226E-01 Vx: 0.000 |
| Tz: 0.5518E-01 My: 0.000 Mx: 0.7495E-03 |
| |
- Member : 80
| |
| Member No: 80 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.030 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1174E-01 Vx: 0.000 |
| Tz: 0.1111 My: 0.000 Mx: 0.7201E-03 |
| |
- Member : 81
| |
| Member No: 81 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.058 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.1458E-01 Vx: 0.000 |
| Tz: 0.2133 My: 0.000 Mx: 0.8810E-03 |
| |
- Member : 82
| |
| Member No: 82 Profile: ST 100MM50MMX3MM (UPT) |
| Status: PASS Ratio: 0.012 Loadcase: 3 |
| Location: 0.00 Ref: Cl.H3.1 |
| Pz: 0.000 T Vy: 0.9949E-02 Vx: 0.000 |
| Tz: 0.4230E-01 My: 0.000 Mx: 0.6941E-03 |
| |
- Member : 83
| |
| Member No: 83 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.128 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.9830 Vx: 0.000 |
| Tz: 0.1720E-09 My: 0.000 Mx: 0.1980 |
| |
- Member : 84
| |
| Member No: 84 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.134 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.019 Vx: 0.000 |
| Tz: -.8689E-10 My: 0.000 Mx: 0.2066 |
| |

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 17

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 85
| |
| Member No: 85 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.136 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.037 Vx: 0.000 |
| Tz: 0.6671E-10 My: 0.000 Mx: 0.2102 |
| |
- Member : 86
| |
| Member No: 86 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.137 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.046 Vx: 0.000 |
| Tz: -.4183E-10 My: 0.000 Mx: 0.2122 |
| |
- Member : 87
| |
| Member No: 87 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.138 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.050 Vx: 0.000 |
| Tz: 0.1668E-10 My: 0.000 Mx: 0.2133 |
| |
- Member : 88
| |
| Member No: 88 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.139 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.052 Vx: 0.000 |
| Tz: -.5344E-11 My: 0.000 Mx: 0.2138 |
| |
- Member : 89
| |
| Member No: 89 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.139 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.051 Vx: 0.000 |
| Tz: 0.1510E-11 My: 0.000 Mx: 0.2139 |
| |
- Member : 90
| |
| Member No: 90 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.138 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.047 Vx: 0.000 |
| Tz: -.3939E-12 My: 0.000 Mx: 0.2135 |
| |
- Member : 91
| |
| Member No: 91 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.137 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.039 Vx: 0.000 |
| Tz: 0.9719E-13 My: 0.000 Mx: 0.2122 |
| |

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 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 18

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 92
| |
| Member No: 92 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.135 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.021 Vx: 0.000 |
| Tz: -.2322E-13 My: 0.000 Mx: 0.2086 |
| |
- Member : 93
| |
| Member No: 93 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.129 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.9843 Vx: 0.000 |
| Tz: 0.6438E-14 My: 0.000 Mx: 0.1993 |
| |
- Member : 94
| |
| Member No: 94 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.074 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.6050 Vx: 0.000 |
| Tz: -.3818E-07 My: 0.000 Mx: 0.1146 |
| |
- Member : 95
| |
| Member No: 95 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.108 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.8788 Vx: 0.000 |
| Tz: 0.1676E-05 My: 0.000 Mx: 0.1664 |
| |
- Member : 96
| |
| Member No: 96 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.123 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.8928 Vx: 0.000 |
| Tz: 0.1201E-07 My: 0.000 Mx: 0.1903 |
| |
- Member : 97
| |
| Member No: 97 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.113 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9065 Vx: 0.000 |
| Tz: -.1972E-05 My: 0.000 Mx: 0.1744 |
| |
- Member : 98
| |
| Member No: 98 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.128 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.8997 Vx: 0.000 |
| Tz: -.1170E-07 My: 0.000 Mx: 0.1983 |
| |

24 | P a g e JKL DESIGN GROUP CO.

_____________________________________________________________________________
 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 19

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 99
| |
| Member No: 99 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.111 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.8973 Vx: 0.000 |
| Tz: 0.2126E-05 My: 0.000 Mx: 0.1707 |
| |
- Member : 100
| |
| Member No: 100 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.132 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9071 Vx: 0.000 |
| Tz: 0.1147E-07 My: 0.000 Mx: 0.2042 |
| |
- Member : 101
| |
| Member No: 101 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.158 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 1.011 Vx: 0.000 |
| Tz: 0.5765E-08 My: 0.000 Mx: 0.2439 |
| |
- Member : 102
| |
| Member No: 102 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.154 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.9345 Vx: 0.000 |
| Tz: 0.2299E-06 My: 0.000 Mx: 0.2373 |
| |
- Member : 103
| |
| Member No: 103 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.115 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.8901 Vx: 0.000 |
| Tz: -.1216E-05 My: 0.000 Mx: 0.1772 |
| |
- Member : 104
| |
| Member No: 104 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.135 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9158 Vx: 0.000 |
| Tz: -.7073E-08 My: 0.000 Mx: 0.2090 |
| |
- Member : 105
| |
| Member No: 105 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.191 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 1.204 Vx: 0.000 |
| Tz: -.1187E-08 My: 0.000 Mx: 0.2952 |
| |

25 | P a g e JKL DESIGN GROUP CO.

_____________________________________________________________________________
 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 20

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 106
| |
| Member No: 106 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.185 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.097 Vx: 0.000 |
| Tz: -.4094E-07 My: 0.000 Mx: 0.2863 |
| |
- Member : 107
| |
| Member No: 107 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.123 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.9039 Vx: 0.000 |
| Tz: 0.2201E-06 My: 0.000 Mx: 0.1894 |
| |
- Member : 108
| |
| Member No: 108 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.137 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9209 Vx: 0.000 |
| Tz: 0.2186E-08 My: 0.000 Mx: 0.2115 |
| |
- Member : 109
| |
| Member No: 109 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.197 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 1.230 Vx: 0.000 |
| Tz: 0.2405E-09 My: 0.000 Mx: 0.3037 |
| |
- Member : 110
| |
| Member No: 110 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.191 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.109 Vx: 0.000 |
| Tz: 0.7290E-08 My: 0.000 Mx: 0.2955 |
| |
- Member : 111
| |
| Member No: 111 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.125 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.9075 Vx: 0.000 |
| Tz: -.3985E-07 My: 0.000 Mx: 0.1931 |
| |
- Member : 112
| |
| Member No: 112 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.138 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9231 Vx: 0.000 |
| Tz: -.5596E-09 My: 0.000 Mx: 0.2123 |
| |

26 | P a g e JKL DESIGN GROUP CO.

_____________________________________________________________________________
 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 21

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 113
| |
| Member No: 113 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.199 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 1.241 Vx: 0.000 |
| Tz: -.4809E-10 My: 0.000 Mx: 0.3069 |
| |
- Member : 114
| |
| Member No: 114 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.194 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.114 Vx: 0.000 |
| Tz: -.1298E-08 My: 0.000 Mx: 0.2998 |
| |
- Member : 115
| |
| Member No: 115 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.126 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.9081 Vx: 0.000 |
| Tz: 0.7214E-08 My: 0.000 Mx: 0.1941 |
| |
- Member : 116
| |
| Member No: 116 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.137 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9233 Vx: 0.000 |
| Tz: 0.1310E-09 My: 0.000 Mx: 0.2120 |
| |
- Member : 117
| |
| Member No: 117 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.199 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 1.243 Vx: 0.000 |
| Tz: 0.9521E-11 My: 0.000 Mx: 0.3074 |
| |
- Member : 118
| |
| Member No: 118 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.195 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.115 Vx: 0.000 |
| Tz: 0.2309E-09 My: 0.000 Mx: 0.3003 |
| |
- Member : 119
| |
| Member No: 119 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.126 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.9078 Vx: 0.000 |
| Tz: -.1306E-08 My: 0.000 Mx: 0.1943 |
| |

27 | P a g e JKL DESIGN GROUP CO.

_____________________________________________________________________________
 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 22

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 120
| |
| Member No: 120 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.136 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9220 Vx: 0.000 |
| Tz: -.2910E-10 My: 0.000 Mx: 0.2105 |
| |
- Member : 121
| |
| Member No: 121 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.198 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 1.235 Vx: 0.000 |
| Tz: -.1869E-11 My: 0.000 Mx: 0.3055 |
| |
- Member : 122
| |
| Member No: 122 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.193 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.112 Vx: 0.000 |
| Tz: -.4108E-10 My: 0.000 Mx: 0.2974 |
| |
- Member : 123
| |
| Member No: 123 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.126 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.9070 Vx: 0.000 |
| Tz: 0.2365E-09 My: 0.000 Mx: 0.1941 |
| |
- Member : 124
| |
| Member No: 124 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.134 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9186 Vx: 0.000 |
| Tz: 0.6245E-11 My: 0.000 Mx: 0.2074 |
| |
- Member : 125
| |
| Member No: 125 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.194 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 1.215 Vx: 0.000 |
| Tz: 0.3649E-12 My: 0.000 Mx: 0.2996 |
| |
- Member : 126
| |
| Member No: 126 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.188 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.104 Vx: 0.000 |
| Tz: 0.7310E-11 My: 0.000 Mx: 0.2902 |
| |

28 | P a g e JKL DESIGN GROUP CO.

_____________________________________________________________________________
 STRUCTURAL ANALYSIS
& DESIGN REPORT
STAAD SPACE -- PAGE NO. 23

STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.1)

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

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

- Member : 127
| |
| Member No: 127 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.125 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.9047 Vx: 0.000 |
| Tz: -.4286E-10 My: 0.000 Mx: 0.1928 |
| |
- Member : 128
| |
| Member No: 128 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.131 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9120 Vx: 0.000 |
| Tz: -.1311E-11 My: 0.000 Mx: 0.2018 |
| |
- Member : 129
| |
| Member No: 129 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.185 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 1.171 Vx: 0.000 |
| Tz: -.7439E-13 My: 0.000 Mx: 0.2851 |
| |
- Member : 130
| |
| Member No: 130 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.179 Loadcase: 3 |
| Location: 1.38 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -1.087 Vx: 0.000 |
| Tz: -.1325E-11 My: 0.000 Mx: 0.2770 |
| |
- Member : 131
| |
| Member No: 131 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.121 Loadcase: 3 |
| Location: 1.16 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: -.8974 Vx: 0.000 |
| Tz: 0.7979E-11 My: 0.000 Mx: 0.1875 |
| |
- Member : 132
| |
| Member No: 132 Profile: ST 50MMX50MMX2MM (UPT) |
| Status: PASS Ratio: 0.125 Loadcase: 3 |
| Location: 0.00 Ref: Cl.F7.1 |
| Pz: 0.000 T Vy: 0.9002 Vx: 0.000 |
| Tz: 0.2911E-12 My: 0.000 Mx: 0.1922 |
| |

92. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= OCT 5,2023 TIME= 11:39:16 ****

************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://www.bentley.com/en/support/ *

29 | P a g e JKL DESIGN GROUP CO.

_____________________________________________________________________________