Design Calculation, Analysis & Design

The above loads are applied in STAAD Model &
Analysis is done in STAAD.

The column & Truss modelled in STAAD is designed as per IS
800-2007 Limit State Method.
DESIGN OF PURLIN
Job No
Sheet No
Rev
1
Part
Software licensed to
Job Title
Ref
By
Client
File
Date18-Dec-15
Jetha bhai Godown.std
Date/Time
Chd
23-Dec-2015 09:35
STAAD MODEL, ANALYSIS & DESIGN
4
1
5
6
9 10
11 7
2
3
101
16 17
20 21
19
22 18
15
13
12
14
104
9.70m
27 28
31 32
30
33 29
26
24
23
25
107
9.70m
38 39
42 43
41
44 40
37
35
34
36
110
8.60m
49 50
53 54
52
55 51
48
46
45
47
113
8.60m
116
5.75m
8.60m
Load 1
Print Time/Date: 10/01/2016 12:18
STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Print Run 1 of 1
Job No
Sheet No
Rev
1
Part
Job Title
Ref
Client
File
By
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
Date18-Dec-15
Date/Time
Chd
23-Dec-2015 09:35
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-2.130 kN/m
-1.140 kN/m -1.140 kN/m-1.140 kN/m -1.140 kN/m -1.140 kN/m-1.140 kN/m -1.140 kN/m -1.140 kN/m-1.140 kN/m -1.140 kN/m -1.140 kN/m-1.140 kN/m -1.140 kN/m -1.140 kN/m-1.140 kN/m
Load 1 (SELF Y)
DEAD LOAD - TOP RAFTER

- 2.13 KN/M
BOTTOM CHORD - 1.14 KN/M
& SELF WEIGHT OF EACH MEMBER
Print Time/Date: 10/01/2016 12:33
Print Run 1 of 1
Job No
Sheet No
Rev
1
Part
Job Title
Ref
Client
File
By
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
Date18-Dec-15
Date/Time
Chd
23-Dec-2015 09:35
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
-2.280 kN/m
Load 2
LIVE LOAD - 2.28 KN/M
Print Time/Date: 10/01/2016 12:35
Print Run 1 of 1
Job No
Sheet No
Rev
1
Part
Job Title
Ref
Client
File
By
4.240 kN/m
3.390 kN/m
4.240 kN/m
4.240 kN/m
5.090 kN/m
6.790 kN/m
5.510 kN/m
6.790 kN/m
5.510 kN/m
3.390 kN/m
4.240 kN/m 3.390 kN/m

3.8204.240
kN/mkN/m
3.820 kN/m
4.240 kN/m 3.390 kN/m

3.8204.240
kN/mkN/m
3.820 kN/m
Date18-Dec-15
Date/Time
Chd
23-Dec-2015 09:35
3.390 kN/m
5.9403.820
kN/m kN/m
3.820 kN/m 5.940 kN/m
5.090 kN/m
Load 3
WIND LOAD - CASE -1 WIND ANGLE - 0 DEGREE
Print Time/Date: 10/01/2016 12:36
Print Run 1 of 1
Job No
Sheet No
Rev
1
Part
Job Title
Ref
Client
File
By
5.940 kN/m
5.940 kN/m
6.790 kN/m
6.790
6.790kN/m
kN/m
6.790 kN/m
5.940 kN/m
6.790 kN/m
6.790
6.790kN/m
kN/m
6.790 kN/m
5.940 kN/m
6.790 kN/m
6.790
kN/m
6.790
kN/m
6.790 kN/m
5.940 kN/m
6.790 kN/m
6.790
6.790
kN/m
kN/m
6.790 kN/m
Date18-Dec-15
Date/Time
Chd
23-Dec-2015 09:35
5.940 kN/m
6.790 kN/m
6.790
6.790
kN/m
kN/m
6.790 kN/m
Load 4
WIND LOAD - WIND ANGLE - 90 DEGREE
Print Time/Date: 10/01/2016 12:37
Print Run 1 of 1
The loads & Load combinations are as follows :

Loads : Sr no.
Load
Description
1 DL
DEAD LOAD
2 LL
LIVE LOAD
3 WL-0
Wind Load - Wind Angle 0 degree
4 WL-90
Wind Load - Wind Angle 90 degree
Load Combination for Truss & Column design : COMB 21 1.5 ( DL + LL )

COMB 22 1.5 ( DL + WL-0 )
COMB 23 1.5 ( DL + WL-90 )
COMB 24 1.2 ( DL + LL + WL-0 )
COMB 25 1.2 ( DL + LL + WL-90 )
Design report.xls
Design Methodology - Page 1/1
Sunday, January 10, 2016, 12:44 PM

PAGE NO.
****************************************************
*
*
*
STAAD.Pro V8i SELECTseries4
*
*
Version 20.07.09.31
*
*
Proprietary Program of
*
*
Bentley Systems, Inc.
*
*
Date=
DEC 23, 2015
*
*
Time=
9:36: 1
*
*
*
*
USER ID:
*
****************************************************
1. STAAD PLANE
INPUT FILE: Jetha bhai Godown.STD
2. START JOB INFORMATION
3. ENGINEER DATE 18-DEC-15
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 3.525 0.21 0; 3 6.175 0.21 0; 4 9.7 0 0; 5 13.225 0.21 0
9. 6 15.875 0.21 0; 7 19.4 0 0; 8 22.375 0.21 0; 9 25.025 0.21 0; 10 28 0 0
10. 11 30.975 0.21 0; 12 33.625 0.21 0; 13 36.6 0 0; 14 39.575 0.21 0
11. 15 42.225 0.21 0; 16 45.2 0 0; 17 2.863 1.476 0; 18 6.837 1.476 0
12. 19 12.563 1.4758 0; 20 16.537 1.4758 0; 21 21.7655 1.3753 0
13. 22 25.365 1.3753 0; 23 30.3655 1.3753 0; 24 34.2345 1.3753 0
14. 25 38.9655 1.375 0; 26 42.8345 1.3753 0; 27 4.85 2.5 0; 28 14.55 2.5 0
15. 29 23.7 2.5 0; 30 32.3 2.5 0; 31 40.9 2.5 0; 101 0 -5.75 0; 104 9.7 -5.75 0
16. 107 19.4 -5.75 0; 110 28 -5.75 0; 113 36.6 -5.75 0; 116 45.2 -5.75 0
17. MEMBER INCIDENCES
18. 1 1 2; 2 2 3; 3 3 4; 4 1 17; 5 17 27; 6 27 18; 7 18 4; 8 17 2; 9 2 27; 10 27 3
19. 11 3 18; 12 4 5; 13 5 6; 14 6 7; 15 4 19; 16 19 28; 17 28 20; 18 20 7; 19 19 5
20. 20 5 28; 21 28 6; 22 6 20; 23 7 8; 24 8 9; 25 9 10; 26 7 21; 27 21 29
21. 28 29 22; 29 22 10; 30 21 8; 31 8 29; 32 29 9; 33 9 22; 34 10 11; 35 11 12
22. 36 12 13; 37 10 23; 38 23 30; 39 30 24; 40 24 13; 41 23 11; 42 11 30; 43 30 12
23. 44 12 24; 45 13 14; 46 14 15; 47 15 16; 48 13 25; 49 25 31; 50 31 26; 51 26 16
24. 52 25 14; 53 14 31; 54 31 15; 55 15 26; 101 1 101; 104 4 104; 107 7 107
25. 110 10 110; 113 13 113; 116 16 116
26. START USER TABLE
27. *TABLE 1 2XMC150.UPT
28. TABLE 2 2XMC250.UPT
29. *TABLE 3 2XMB200.UPT
34. END
35. DEFINE MATERIAL START
36. ISOTROPIC STEEL
37. E 2.05E+008
38. POISSON 0.3
E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl
Page 1 of 37

STAAD PLANE
39.
40.
41.
42.
43.
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
54.
55.
56.
57.
58.
59.
60.
61.
62.
63.
64.
65.
66.
67.
68.
69.
70.
71.
72.
73.
74.
75.
76.
77.
78.
79.
80.
81.
82.
83.
84.
85.
86.
87.
88.
89.
90.
91.
92.
93.
94.
-- PAGE NO.
DENSITY 76.8195
ALPHA 1.2E-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
4 TO 7 15 TO 18 26 TO 29 37 TO 40 48 TO 51 TABLE LD ISA90X60X10 SP 0.006
*TABLE ST ISMC150
1 TO 3 12 TO 14 23 TO 25 34 TO 36 45 TO 47 TABLE LD ISA60X60X6 SP 0.006
*TABLE ST ISMC125
8 TO 11 19 TO 22 30 TO 33 41 TO 44 52 TO 55 TABLE ST ISA60X60X6
*101 104 107 110 113 116 TABLE ST ISMB450
MEMBER PROPERTY
101 104 107 110 113 116 UPTABLE 2 2XMC250
MEMBER TRUSS
8 TO 11 19 TO 22 30 TO 33 41 TO 44 52 TO 55
MEMBER RELEASE
1 TO 7 12 TO 18 23 TO 29 34 TO 40 45 TO 51 START MP 0.99
1 TO 7 12 TO 18 23 TO 29 34 TO 40 45 TO 51 END MP 0.99
CONSTANTS
*BETA 180 MEMB 1 TO 3 12 TO 14 23 TO 25 34 TO 36 45 TO 47
*BETA 90 MEMB 101 104 107 110 113 116
MATERIAL STEEL ALL
SUPPORTS
101 104 107 110 113 116 FIXED
LOAD 1 LOADTYPE DEAD TITLE DEAD LOAD
SELFWEIGHT Y -1
MEMBER LOAD
4 TO 7 15 TO 18 26 TO 29 37 TO 40 48 TO 51 UNI GY -2.13
LOAD 2 LOADTYPE LIVE TITLE LIVE LOAD
MEMBER LOAD
LOAD 3 LOADTYPE WIND TITLE WIND LOAD ANGLE 0 DEGREE
MEMBER LOAD
*ROOF
4 5 UNI Y 5.51
6 7 UNI Y 6.79
15 16 UNI Y 5.09
17 18 UNI Y 4.24
26 27 37 38 UNI Y 3.82
28 29 39 40 UNI Y 4.24
48 49 UNI Y 3.82
50 51 UNI Y 5.94
*WALL
101 UNI GX 4.24
104 107 110 113 116 UNI GX 3.39
LOAD 4 LOADTYPE WIND TITLE WIND LOAD ANGLE 90 DEGREE
MEMBER LOAD
*ROOF
4 TO 7 UNI Y 6.79
15 TO 18 UNI Y 6.79
26 TO 29 UNI Y 6.79
37 TO 40 UNI Y 6.79
48 TO 51 UNI Y 6.79
Page 2 of 37

STAAD PLANE
95.
96.
97.
98.
99.
100.
101.
102.
103.
104.
105.
106.
107.
108.
109.
110.
111.
112.
113.
114.
115.
116.
-- PAGE NO.
*WALL
101 UNI GX 5.94
104 107 110 113 116 UNI GX 5.94
*SLS LOAD COMBINATION FOR WORKING STRESS DESIGN
LOAD COMB 11 DL + LL
1 1.0 2 1.0
LOAD COMB 12 DL + WL 0
1 1.0 3 1.0
LOAD COMB 13 DL + WL 90
1 1.0 4 1.0
*ULS LOAD COMBINATION FOR LIMIT STATE DESIGN
LOAD COMB 21 1.5DL + 1.5LL
1 1.5 2 1.5
LOAD COMB 22 1.5DL + 1.5WL 0
1 1.5 3 1.5
LOAD COMB 23 1.5DL + 1.5WL 90
1 1.5 4 1.5
LOAD COMB 24 1.2DL + 1.2 LL + 1.2WL 0
1 1.2 2 1.2 3 1.2
LOAD COMB 25 1.2DL + 1.2 LL + 1.2WL 90
1 1.2 2 1.2 4 1.2
PERFORM ANALYSIS
P R O B L E M
S T A T I S T I C S
----------------------------------NUMBER OF JOINTS
NUMBER OF PLATES
NUMBER OF SURFACES
37
0
0
NUMBER OF MEMBERS
NUMBER OF SOLIDS
NUMBER OF SUPPORTS
61
0
6
SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES =
117.
118.
119.
120.
121.
122.
123.
124.
125.
126.
127.
4, TOTAL DEGREES OF FREEDOM =
93
LOAD LIST 21 TO 25
PARAMETER 1
CODE IS800 LSD
FYLD 250000 ALL
TRACK 1 ALL
KZ 0.75 MEMB 4 TO 7 15 TO 18 26 TO 29 37 TO 40 48 TO 51
KY 1.2 MEMB 101 104 107 110 113 116
RATIO 1 ALL
CHECK CODE ALL
Page 3 of 37

STAAD PLANE
-- PAGE NO.
STAAD.PRO CODE CHECKING - IS-800 2007(LSD) (V2.0)

*****************************************************
|----------------------------------------------------------------------------------|
|* Member Number:
1
|
| Member Section: LD
ISA60X60X6
(INDIAN SECTIONS)
|
| Status: FAIL Ratio:
1.036 Critical Load Case:
23 Location:
1.77
|
| Critical Condition: Sec. 9.3.2.2 (Z)
|
| Critical Design Forces: (Unit: KN
METE)
|
|
FX:
24.248E+00 C
FY:
2.513E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-2.884E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
| Slenderness Check: Actual Ratio: 143.41 Allowable Ratio: 180.00
|
| Section Class:
Compact; Flange Class:
Compact; Web Class:
Compact |
|
Buckling Class about major axis: c
|
|
Buckling Class about minor axis: c
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
88.888E+00
|
| Shear:
Major Axis Capacity:
94.476E+00
|
|
Minor Axis Capacity:
94.476E+00
|
| Bending:
4.144E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
2
|
ISA60X60X6
(INDIAN SECTIONS)
|
| Status: PASS Ratio:
22 Location:
0.00
|
| Critical Condition: Slenderness
|
METE)
|
|
FX:
7.684E+00 C
FY:
-2.474E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
26.501E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
135.415E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.222E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
Page 4 of 37

STAAD PLANE
-- PAGE NO.
STAAD.PRO CODE CHECKING - IS-800 2007 (V2.0)

************************************************
|----------------------------------------------------------------------------------|
|* Member Number:
3
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
1.77
|
|
METE)
|
|
FX:
24.323E+00 C
FY:
4.487E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-2.870E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
88.888E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.144E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
4
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.61
|
| Critical Condition: Sec. 9.3.2.2 (Y)
|
METE)
|
|
FX:
80.598E+00 C
FY:
-18.322E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-7.903E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Flange Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
217.790E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
13.872E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 5 of 37

STAAD PLANE
-- PAGE NO.

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
5
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
75.353E+00 C
FY:
-6.901E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
64.470E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
349.242E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.366E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
6
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
68.263E+00 C
FY:
-6.882E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
45.031E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
349.242E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.366E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 6 of 37

STAAD PLANE
-- PAGE NO.

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
7
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.61
|
|
METE)
|
|
FX:
80.611E+00 C
FY:
4.510E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-7.922E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
217.790E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
13.872E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
8
|
| Member Section: ST
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
16.803E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class: Semi-Compact; Flange Class: Semi-Compact; Web Class: Semi-Compact |
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
82.325E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
878.499E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
Page 7 of 37

STAAD PLANE
-- PAGE NO.

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
9
|
ISA60X60X6
(INDIAN SECTIONS)
|
22 Location:
0.00
|
|
METE)
|
|
FX:
8.776E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
10
|
ISA60X60X6
(INDIAN SECTIONS)
|
22 Location:
0.00
|
|
METE)
|
|
FX:
14.390E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
Page 8 of 37

STAAD PLANE
-- PAGE NO.

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
11
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
16.918E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
82.325E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
878.499E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
|* Member Number:
12
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
1.77
|
|
METE)
|
|
FX:
23.948E+00 C
FY:
2.434E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-2.884E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
88.888E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.144E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
Page 9 of 37

STAAD PLANE
-- PAGE NO.
10

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
13
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
0.00
|
|
METE)
|
|
FX:
7.802E+00 C
FY:
-2.474E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
26.618E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
135.415E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.222E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
|* Member Number:
14
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
1.77
|
|
METE)
|
|
FX:
24.023E+00 C
FY:
4.431E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-2.871E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
88.888E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.144E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
Page 10 of 37

STAAD PLANE
-- PAGE NO.
11

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
15
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.61
|
|
METE)
|
|
FX:
80.483E+00 C
FY:
-16.989E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-7.905E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
217.799E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
13.872E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
16
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
75.238E+00 C
FY:
-6.901E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
64.513E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
349.227E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.366E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 11 of 37

STAAD PLANE
-- PAGE NO.
12

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
17
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
68.144E+00 C
FY:
-6.882E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
45.043E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
349.227E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.366E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
18
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.61
|
|
METE)
|
|
FX:
80.495E+00 C
FY:
5.466E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-7.920E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
217.799E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
13.872E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 12 of 37

STAAD PLANE
-- PAGE NO.
13

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
19
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
16.815E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
82.336E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
878.503E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
20
|
ISA60X60X6
(INDIAN SECTIONS)
|
22 Location:
0.00
|
|
METE)
|
|
FX:
6.177E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
Page 13 of 37

STAAD PLANE
-- PAGE NO.
14

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
21
|
ISA60X60X6
(INDIAN SECTIONS)
|
22 Location:
0.00
|
|
METE)
|
|
FX:
2.243E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
22
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
16.928E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
82.336E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
878.503E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
Page 14 of 37

STAAD PLANE
-- PAGE NO.
15

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
23
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
0.00
|
|
METE)
|
|
FX:
17.536E+00 C
FY:
-2.772E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
3.621E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
114.982E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.192E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
24
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
0.00
|
|
METE)
|
|
FX:
2.459E+00 C
FY:
-2.474E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
21.304E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
135.415E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.222E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
Page 15 of 37

STAAD PLANE
-- PAGE NO.
16

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
25
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
1.49
|
| Critical Condition: Sec. 9.3.1.3
|
METE)
|
|
FX:
-62.823E+00 T
FY:
671.765E-06
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-2.050E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
114.982E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.192E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
26
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.37
|
|
METE)
|
|
FX:
69.161E+00 C
FY:
-13.076E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-5.547E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
274.378E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.115E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 16 of 37

STAAD PLANE
-- PAGE NO.
17

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
27
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
65.033E+00 C
FY:
-6.714E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
48.579E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
348.856E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.365E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
28
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
66.842E+00 C
FY:
-5.769E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
40.085E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
387.514E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.480E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 17 of 37

STAAD PLANE
-- PAGE NO.
18

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
29
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.49
|
|
METE)
|
|
FX:
73.647E+00 C
FY:
7.690E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-6.727E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
244.898E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
13.997E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
30
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
14.920E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
89.735E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
880.534E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
Page 18 of 37

STAAD PLANE
-- PAGE NO.
19

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
31
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
0.00
|
|
METE)
|
|
FX:
13.347E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
32
|
ISA60X60X6
(INDIAN SECTIONS)
|
22 Location:
0.00
|
|
METE)
|
|
FX:
2.993E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
Page 19 of 37

STAAD PLANE
-- PAGE NO.
20

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
33
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
23.848E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
96.615E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
882.412E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
34
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
1.49
|
|
METE)
|
|
FX:
-57.425E+00 T
FY:
-2.663E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-2.047E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
114.982E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.192E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
Page 20 of 37

STAAD PLANE
-- PAGE NO.
21

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
35
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
0.00
|
|
METE)
|
|
FX:
2.726E+00 C
FY:
-2.475E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
21.339E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
135.415E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.222E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
36
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
1.49
|
|
METE)
|
|
FX:
-57.432E+00 T
FY:
651.671E-06
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-2.050E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
114.982E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.192E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
Page 21 of 37

STAAD PLANE
-- PAGE NO.
22

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
37
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.37
|
|
METE)
|
|
FX:
68.880E+00 C
FY:
-11.418E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-5.549E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
274.377E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.115E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
38
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
64.752E+00 C
FY:
-6.713E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
48.585E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
348.856E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.365E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 22 of 37

STAAD PLANE
-- PAGE NO.
23

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
39
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
56.955E+00 C
FY:
-6.708E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
43.943E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
348.856E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.365E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
40
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.37
|
|
METE)
|
|
FX:
68.886E+00 C
FY:
6.239E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-5.555E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
274.377E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.115E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 23 of 37

STAAD PLANE
-- PAGE NO.
24

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
41
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
14.920E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
89.735E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
880.534E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
42
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
0.00
|
|
METE)
|
|
FX:
13.369E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
Page 24 of 37

STAAD PLANE
-- PAGE NO.
25

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
43
|
ISA60X60X6
(INDIAN SECTIONS)
|
22 Location:
0.00
|
|
METE)
|
|
FX:
1.546E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
44
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
15.018E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
89.735E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
880.534E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
Page 25 of 37

STAAD PLANE
-- PAGE NO.
26

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
45
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
1.49
|
|
METE)
|
|
FX:
-58.423E+00 T
FY:
-2.434E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-2.047E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
114.982E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.192E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
46
|
ISA60X60X6
(INDIAN SECTIONS)
|
23 Location:
0.00
|
|
METE)
|
|
FX:
2.997E+00 C
FY:
-2.475E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
21.340E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
135.415E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.222E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
Page 26 of 37

STAAD PLANE
-- PAGE NO.
27

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
47
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
1.49
|
|
METE)
|
|
FX:
-58.413E+00 T
FY:
835.503E-06
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-2.049E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Compact; Web Class:
Compact |
|
|
|
|
| Tension:
Capacity:
310.909E+00
|
| Compression:
Capacity:
114.982E+00
|
| Shear:
94.476E+00
|
|
94.476E+00
|
| Bending:
4.192E+00
|
|
5.548E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
48
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.37
|
|
METE)
|
|
FX:
69.033E+00 C
FY:
-10.109E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-5.550E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
274.398E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.115E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 27 of 37

STAAD PLANE
-- PAGE NO.
28

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
49
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
64.905E+00 C
FY:
-6.713E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
48.558E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
348.832E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.365E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
50
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
57.093E+00 C
FY:
-6.708E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
43.936E-03
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
348.856E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.365E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
Page 28 of 37

STAAD PLANE
-- PAGE NO.
29

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
51
|
ISA90X60X10
(INDIAN SECTIONS)
|
21 Location:
1.37
|
|
METE)
|
|
FX:
69.023E+00 C
FY:
7.297E-03
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-5.553E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
636.364E+00
|
| Compression:
Capacity:
274.378E+00
|
| Shear:
236.189E+00
|
|
157.459E+00
|
| Bending:
14.115E+00
|
|
9.646E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
52
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
14.935E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
89.753E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
880.539E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
Page 29 of 37

STAAD PLANE
-- PAGE NO.
30

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
53
|
ISA60X60X6
(INDIAN SECTIONS)
|
22 Location:
0.00
|
|
METE)
|
|
FX:
397.650E-03 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
54
|
ISA60X60X6
(INDIAN SECTIONS)
|
22 Location:
0.00
|
|
METE)
|
|
FX:
9.065E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
33.732E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
1.517E+00
|
|
2.984E+00
|
|----------------------------------------------------------------------------------|
Page 30 of 37

STAAD PLANE
-- PAGE NO.
31

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
55
|
ISA60X60X6
(INDIAN SECTIONS)
|
21 Location:
0.00
|
|
METE)
|
|
FX:
15.017E+00 C
FY:
0.000E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
0.000E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
|
|
|
|
| Tension:
Capacity:
155.455E+00
|
| Compression:
Capacity:
89.735E+00
|
| Shear:
47.238E+00
|
|
47.238E+00
|
| Bending:
880.534E-03
|
|
1.990E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
101
|
2XMC250
(UPT)
|
23 Location:
5.75
|
| Critical Condition: Major Axis Bending (Sec. 8)
|
METE)
|
|
FX:
-15.713E+00 T
FY:
51.723E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-149.899E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
Buckling Class about major axis: a
|
|
Buckling Class about minor axis: b
|
| Tension:
Capacity:
1.758E+03
|
| Compression:
Capacity:
1.084E+03
|
| Shear:
507.412E+00
|
|
1.015E+03
|
| Bending:
153.022E+00
|
|
112.045E+00
|
|----------------------------------------------------------------------------------|
Page 31 of 37

STAAD PLANE
-- PAGE NO.
32

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
104
|
2XMC250
(UPT)
|
23 Location:
5.75
|
|
METE)
|
|
FX:
-36.501E+00 T
FY:
51.503E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-148.608E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
1.758E+03
|
| Compression:
Capacity:
1.084E+03
|
| Shear:
507.412E+00
|
|
1.015E+03
|
| Bending:
153.022E+00
|
|
112.045E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
107
|
2XMC250
(UPT)
|
23 Location:
5.75
|
|
METE)
|
|
FX:
-33.559E+00 T
FY:
51.278E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-147.319E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
1.758E+03
|
| Compression:
Capacity:
1.084E+03
|
| Shear:
507.412E+00
|
|
1.015E+03
|
| Bending:
153.022E+00
|
|
112.045E+00
|
|----------------------------------------------------------------------------------|
Page 32 of 37

STAAD PLANE
-- PAGE NO.
33

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
110
|
2XMC250
(UPT)
|
23 Location:
5.75
|
|
METE)
|
|
FX:
-30.819E+00 T
FY:
51.125E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-146.426E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
1.758E+03
|
| Compression:
Capacity:
1.084E+03
|
| Shear:
507.412E+00
|
|
1.015E+03
|
| Bending:
153.022E+00
|
|
112.045E+00
|
|----------------------------------------------------------------------------------|
|----------------------------------------------------------------------------------|
| Member Number:
113
|
2XMC250
(UPT)
|
23 Location:
5.75
|
|
METE)
|
|
FX:
-30.760E+00 T
FY:
50.984E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-145.601E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
1.758E+03
|
| Compression:
Capacity:
1.084E+03
|
| Shear:
507.412E+00
|
|
1.015E+03
|
| Bending:
153.022E+00
|
|
112.045E+00
|
|----------------------------------------------------------------------------------|
Page 33 of 37

STAAD PLANE
-- PAGE NO.
34

************************************************
|----------------------------------------------------------------------------------|
| Member Number:
116
|
2XMC250
(UPT)
|
23 Location:
5.75
|
|
METE)
|
|
FX:
-12.787E+00 T
FY:
50.783E+00
FZ:
0.000E+00
|
|
MX:
0.000E+00
MY:
0.000E+00
MZ:
-144.651E+00
|
|----------------------------------------------------------------------------------|
| (Unit: KN
METE)
|
|
| Section Class:
Plastic; Web Class:
Plastic |
|
|
|
|
| Tension:
Capacity:
1.758E+03
|
| Compression:
Capacity:
1.084E+03
|
| Shear:
507.412E+00
|
|
1.015E+03
|
| Bending:
153.022E+00
|
|
112.045E+00
|
|----------------------------------------------------------------------------------|
Page 34 of 37

STAAD PLANE
-- PAGE NO.
35
128. PARAMETER 2
129. CODE IS800 LSD
130. STEEL TAKE OFF ALL
Page 35 of 37

STAAD PLANE
-- PAGE NO.
36
STEEL TAKE-OFF
-------------PROFILE
LD
LD
ST
ST
LENGTH(METE)
ISA60X60X6
ISA90X60X10
ISA60X60X6
2XMC250
WEIGHT(KN
45.27
51.68
39.96
34.50
4.757
11.115
2.100
20.497
---------------TOTAL =
38.470
************ END OF DATA FROM INTERNAL STORAGE ************
131. FINISH
*********** END OF THE STAAD.Pro RUN ***********

**** DATE= DEC 23,2015
TIME=
9:36: 7 ****
Page 36 of 37

STAAD PLANE
-- PAGE NO.
37
************************************************************
*
For questions on STAAD.Pro, please contact
*
*
Bentley Systems or Partner offices
*
*
*
*
Telephone
Web / Email
*
* USA
+1 (714) 974-2500
*
* UK
+44 (0) 808 101 9246
*
* SINGAPORE +65 6225-6158
*
* FRANCE
+33 (0) 1 55238400
*
* GERMANY
+49 0931 40468
*
* INDIA
+91 (033) 4006-2021
*
* JAPAN
+81 (03)5952-6500
http://www.ctc-g.co.jp
*
* CHINA
+86 21 6288 4040
*
* THAILAND +66 (0)2645-1018/19 partha.p@reisoftwareth.com*
*
*
* Worldwide http://selectservices.bentley.com/en-US/
*
*
*
************************************************************
Page 37 of 37

Design Calculation, Analysis & Design

Uploaded by

Copyright:

Available Formats

Design Calculation, Analysis & Design

Uploaded by

Document Information

Original Description:

Copyright

Available Formats

Share this document

Share or Embed Document

Sharing Options

Did you find this document useful?

Is this content inappropriate?

Copyright:

Available Formats

Design Calculation, Analysis & Design

Uploaded by

Copyright:

Available Formats

The above loads are applied in STAAD Model &

Analysis is done in STAAD.

Jetha bhai Godown.std

STAAD MODEL, ANALYSIS & DESIGN

Print Time/Date: 10/01/2016 12:18

STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

Jetha bhai Godown.std

DEAD LOAD - TOP RAFTER

STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

Jetha bhai Godown.std

LIVE LOAD - 2.28 KN/M

Print Time/Date: 10/01/2016 12:35

STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

4.240 kN/m 3.390 kN/m

4.240 kN/m 3.390 kN/m

Jetha bhai Godown.std

WIND LOAD - CASE -1 WIND ANGLE - 0 DEGREE

Print Time/Date: 10/01/2016 12:36

STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

Jetha bhai Godown.std

WIND LOAD - WIND ANGLE - 90 DEGREE

Print Time/Date: 10/01/2016 12:37

STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

The loads & Load combinations are as follows :

Wind Load - Wind Angle 0 degree

Wind Load - Wind Angle 90 degree

Load Combination for Truss & Column design : COMB 21 1.5 ( DL + LL )

Design Methodology - Page 1/1

Sunday, January 10, 2016, 12:44 PM

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

4, TOTAL DEGREES OF FREEDOM =

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

STAAD.PRO CODE CHECKING - IS-800 2007(LSD) (V2.0)

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

STAAD.PRO CODE CHECKING - IS-800 2007 (V2.0)

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

STAAD.PRO CODE CHECKING - IS-800 2007 (V2.0)

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

STAAD.PRO CODE CHECKING - IS-800 2007 (V2.0)

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

STAAD.PRO CODE CHECKING - IS-800 2007 (V2.0)

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

STAAD.PRO CODE CHECKING - IS-800 2007 (V2.0)

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

STAAD.PRO CODE CHECKING - IS-800 2007 (V2.0)

E:\Arif Project\Sachdev Mumbai\Staad\Jetha bhai Godown.anl

Sunday, January 10, 2016, 12:44 PM

STAAD.PRO CODE CHECKING - IS-800 2007 (V2.0)