Sunday, February 18, 2018, 04:59 PM
PAGE NO. 1
****************************************************
* *
* STAAD.Pro V8i SELECTseries6 *
* Version 20.07.11.70 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= FEB 18, 2018 *
* Time= 16:59:21 *
* *
* USER ID: *
****************************************************
1. STAAD SPACE
INPUT FILE: C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.STD
2. START JOB INFORMATION
3. ENGINEER DATE 15-JUN-17
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 2 0 0.850002 0; 3 0 1.844 -5.52001; 4 0 0.903168 -0.295252
9. 5 0 0.929752 -0.442878; 6 0 1.08039 -1.27942; 7 0 1.27534 -2.36201
10. 8 0 1.4242 -3.18872; 9 0 1.61915 -4.27131; 10 0 1.76801 -5.09802
11. 11 0 1.72548 -4.86181; 12 0 0.0254768 -4.86181; 13 0 0.00316679 -0.295252
12. 14 1.05 0.850002 0; 15 1.05 1.844 -5.52001; 16 1.05 0.903168 -0.295252
13. 17 1.05 0.929752 -0.442878; 18 1.05 1.08039 -1.27942; 19 1.05 1.27534 -2.36201
14. 20 1.05 1.4242 -3.18872; 21 1.05 1.61915 -4.27131; 22 1.05 1.76801 -5.09802
15. 23 1.05 1.72548 -4.86181; 24 1.05 0.0254768 -4.86181
16. 25 1.05 0.00316679 -0.295252; 28 0 1.38876 -2.99188; 29 1.05 1.38876 -2.99188
17. 30 3.07101 0.850002 0; 31 3.07101 1.844 -5.52001
18. 32 3.07101 0.903168 -0.295252; 33 3.07101 0.929752 -0.442878
19. 34 3.07101 1.08039 -1.27942; 35 3.07101 1.27534 -2.36201
20. 36 3.07101 1.4242 -3.18872; 37 3.07101 1.61915 -4.27131
21. 38 3.07101 1.76801 -5.09802; 39 3.07101 1.72548 -4.86181
22. 40 3.07101 0.0254768 -4.86181; 41 3.07101 0.00316679 -0.295252
23. 43 3.07101 1.38876 -2.99188; 44 4.12101 0.850002 0; 45 4.12101 1.844 -5.52001
24. 46 4.12101 0.903168 -0.295252; 47 4.12101 0.929752 -0.442878
25. 48 4.12101 1.08039 -1.27942; 49 4.12101 1.27534 -2.36201
26. 50 4.12101 1.4242 -3.18872; 51 4.12101 1.61915 -4.27131
27. 52 4.12101 1.76801 -5.09802; 53 4.12101 1.72548 -4.86181
28. 54 4.12101 0.0254768 -4.86181; 55 4.12101 0.00316679 -0.295252
29. 57 4.12101 1.38876 -2.99188; 58 0 0.520478 -4.86181; 59 1.05 0.520478 -4.86181
30. 60 3.07101 0.520478 -4.86181; 61 4.12101 0.520478 -4.86181
31. 66 -0.500001 0.929752 -0.442878; 67 -0.500001 1.08039 -1.27942
32. 68 -0.500001 1.27534 -2.36201; 69 -0.500001 1.4242 -3.18872
33. 70 -0.500001 1.61915 -4.27131; 71 -0.500001 1.76801 -5.09802
34. 72 4.62101 0.929752 -0.442878; 73 4.62101 1.08039 -1.27942
35. 74 4.62101 1.27534 -2.36201; 75 4.62101 1.4242 -3.18872
36. 76 4.62101 1.61915 -4.27131; 77 4.62101 1.76801 -5.09802
37. 78 0 0.503167 -0.295252; 79 1.05 0.503167 -0.295252
38. 80 3.07101 0.503167 -0.295252; 81 4.12101 0.503167 -0.295252
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STAAD SPACE -- PAGE NO. 2
39. 82 0 1.00507 -0.861149; 83 1.05 1.00507 -0.861149
40. 84 3.07101 1.00507 -0.861149; 85 4.12101 1.00507 -0.861149
41. MEMBER INCIDENCES
42. 1 2 4; 2 4 5; 3 5 82; 4 6 7; 5 7 28; 6 8 9; 7 9 11; 8 10 3; 9 11 10; 10 11 58
43. 11 4 78; 15 5 17; 16 6 18; 17 7 19; 18 8 20; 19 9 21; 20 10 22; 24 14 16
44. 25 16 17; 26 17 83; 27 18 19; 28 19 29; 29 20 21; 30 21 23; 31 22 15; 32 23 22
45. 33 23 59; 34 16 79; 37 28 8; 38 29 20; 39 58 28; 40 59 29; 44 17 33; 45 18 34
46. 46 19 35; 47 20 36; 48 21 37; 49 22 38; 55 30 32; 56 32 33; 57 33 84; 58 34 35
47. 59 35 43; 60 36 37; 61 37 39; 62 38 31; 63 39 38; 64 39 60; 65 32 80; 67 43 36
48. 68 60 43; 72 33 47; 73 34 48; 74 35 49; 75 36 50; 76 37 51; 77 38 52; 83 44 46
49. 84 46 47; 85 47 85; 86 48 49; 87 49 57; 88 50 51; 89 51 53; 90 52 45; 91 53 52
50. 92 53 61; 93 46 81; 95 57 50; 96 61 57; 97 58 12; 98 59 24; 99 60 40
51. 100 61 54; 108 47 72; 109 48 73; 110 49 74; 111 50 75; 112 51 76; 113 52 77
52. 114 71 10; 115 70 9; 116 69 8; 117 68 7; 118 67 6; 119 66 5; 120 78 13
53. 121 79 25; 122 80 41; 123 81 55; 124 82 6; 125 83 18; 126 84 34; 127 85 48
54. 128 78 82; 129 79 83; 130 80 84; 131 81 85
55. DEFINE MATERIAL START
56. ISOTROPIC STEEL
57. E 2.05E+008
58. POISSON 0.3
59. DENSITY 76.8195
60. ALPHA 1.2E-005
61. DAMP 0.03
62. TYPE STEEL
63. STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
64. END DEFINE MATERIAL
65. MEMBER PROPERTY COLDFORMED INDIAN
66. 10 11 33 34 64 65 92 93 97 TO 100 120 TO 123 TABLE ST 60CS40X2
67. 1 TO 9 24 TO 32 37 38 55 TO 63 67 83 TO 91 95 124 TO 127 TABLE ST 60CU40X2
68. MEMBER PROPERTY COLDFORMED INDIAN
69. 39 40 68 96 128 TO 131 TABLE ST 40LU40X2
70. 15 TO 20 44 TO 49 72 TO 77 108 TO 119 TABLE ST 40CS40X2
71. CONSTANTS
72. BETA 270 MEMB 15 TO 20 44 TO 49 72 TO 77 108 TO 119
73. BETA 90 MEMB 10 11 33 34 64 65 92 93 97 TO 100 120 TO 123
74. MATERIAL STEEL ALL
75. SUPPORTS
76. 12 13 24 25 40 41 54 55 FIXED
77. MEMBER TRUSS
78. 39 40 68 96 128 TO 131
79. MEMBER RELEASE
80. 10 11 33 34 64 65 92 93 START MY MZ
81. LOAD 1 LOADTYPE DEAD TITLE SELF WEIGHT +MODULE WEIGHT
82. SELFWEIGHT Y -1
83. MEMBER LOAD
84. 15 TO 20 44 TO 49 72 TO 77 108 TO 119 UNI GY -0.145
85. LOAD 2 LOADTYPE WIND TITLE WIND UPWARD
86. MEMBER LOAD
87. 15 TO 20 44 TO 49 72 TO 77 108 TO 119 UNI GY 0.7014
88. LOAD 3 LOADTYPE WIND TITLE WIND DOWNWARD
89. MEMBER LOAD
90. 15 TO 20 44 TO 49 72 TO 77 108 TO 119 UNI GY -0.3897
91. LOAD 4 LOADTYPE WIND TITLE WIND IN +X DIRECTION
92. MEMBER LOAD
93. 1 TO 11 24 TO 34 37 38 55 TO 65 67 83 TO 93 95 97 TO 100 120 TO 126 -
94. 127 UNI GX 0.1011
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STAAD SPACE -- PAGE NO. 3
95. LOAD 5 LOADTYPE WIND TITLE WIND IN +Z DIRECTION
96. MEMBER LOAD
97. 10 11 15 TO 20 33 34 44 TO 49 64 65 72 TO 77 92 93 97 TO 100 108 TO 122 -
98. 123 UNI GZ 0.0411
99. LOAD COMB 6 COMBINATION LOAD CASE 6
100. 1 1.0 2 1.0
101. LOAD COMB 7 COMBINATION LOAD CASE 7
102. 1 1.0 3 1.0
103. LOAD COMB 8 COMBINATION LOAD CASE 8
104. 1 1.0 2 1.0 4 1.0
105. LOAD COMB 9 COMBINATION LOAD CASE 9
106. 1 1.0 2 1.0 5 1.0
107. LOAD COMB 10 COMBINATION LOAD CASE 10
108. 1 1.0 3 1.0 4 1.0
109. LOAD COMB 11 COMBINATION LOAD CASE 11
110. 1 1.0 3 1.0 5 1.0
111. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 76 NUMBER OF MEMBERS 98
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 8
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 69/ 11/ 66 DOF
TOTAL PRIMARY LOAD CASES = 5, TOTAL DEGREES OF FREEDOM = 408
TOTAL LOAD COMBINATION CASES = 6 SO FAR.
SIZE OF STIFFNESS MATRIX = 27 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.5/ 11522.0 MB
112. LOAD LIST 6 TO 11
113. PARAMETER 1
114. CODE IS801
115. FYLD 350000 ALL
116. RATIO 1 ALL
117. KZ 1 MEMB 15 TO 20 44 TO 49 72 TO 77
118. KZ 1 MEMB 10 11 33 34 64 65 92 93 97 TO 100 120 TO 123
119. KY 1 MEMB 15 TO 20 44 TO 49 72 TO 77
120. KY 1 MEMB 10 11 33 34 64 65 92 93 97 TO 100 120 TO 123
121. KY 1 MEMB 1 TO 9 24 TO 32 37 38 55 TO 63 67 83 TO 91 95 124 TO 127
122. KZ 1 MEMB 1 TO 9 24 TO 32 37 38 55 TO 63 67 83 TO 91 95 124 TO 127
123. LZ 1.05 MEMB 15 TO 20 72 TO 77
124. LZ 2.021 MEMB 44 TO 49
125. LZ 0.9 MEMB 11 34 65 93 120 TO 123
126. LZ 1.7 MEMB 10 33 64 92 97 TO 100
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STAAD SPACE -- PAGE NO. 4
127. LY 0.9 MEMB 11 34 65 93 120 TO 123
128. LY 1.7 MEMB 10 33 64 92 97 TO 100
129. LZ 0.5 MEMB 108 TO 119
130. LY 0.5 MEMB 108 TO 119
132. TRACK 2 ALL
133. STEEL MEMBER TAKE OFF ALL
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STAAD SPACE -- PAGE NO. 5
STEEL TAKE-OFF
--------------
PROFILE LENGTH(METE) WEIGHT(KN )
ST 60CU40X2 22.44 0.457
ST 60CS40X2 10.40 0.248
ST 40CS40X2 30.73 0.638
ST 40LU40X2 11.27 0.132
----------------
TOTAL = 1.475
MEMBER PROFILE LENGTH WEIGHT
(METE) (KN )
1 ST 60CU40X2 0.30 0.006
2 ST 60CU40X2 0.15 0.003
3 ST 60CU40X2 0.42 0.009
4 ST 60CU40X2 1.10 0.022
5 ST 60CU40X2 0.64 0.013
6 ST 60CU40X2 1.10 0.022
7 ST 60CU40X2 0.60 0.012
8 ST 60CU40X2 0.43 0.009
9 ST 60CU40X2 0.24 0.005
10 ST 60CS40X2 1.21 0.029
11 ST 60CS40X2 0.40 0.010
15 ST 40CS40X2 1.05 0.022
16 ST 40CS40X2 1.05 0.022
17 ST 40CS40X2 1.05 0.022
18 ST 40CS40X2 1.05 0.022
19 ST 40CS40X2 1.05 0.022
20 ST 40CS40X2 1.05 0.022
24 ST 60CU40X2 0.30 0.006
25 ST 60CU40X2 0.15 0.003
26 ST 60CU40X2 0.42 0.009
27 ST 60CU40X2 1.10 0.022
28 ST 60CU40X2 0.64 0.013
29 ST 60CU40X2 1.10 0.022
30 ST 60CU40X2 0.60 0.012
31 ST 60CU40X2 0.43 0.009
32 ST 60CU40X2 0.24 0.005
33 ST 60CS40X2 1.21 0.029
34 ST 60CS40X2 0.40 0.010
37 ST 60CU40X2 0.20 0.004
38 ST 60CU40X2 0.20 0.004
39 ST 40LU40X2 2.06 0.024
40 ST 40LU40X2 2.06 0.024
44 ST 40CS40X2 2.02 0.042
45 ST 40CS40X2 2.02 0.042
46 ST 40CS40X2 2.02 0.042
47 ST 40CS40X2 2.02 0.042
48 ST 40CS40X2 2.02 0.042
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STAAD SPACE -- PAGE NO. 6
49 ST 40CS40X2 2.02 0.042
55 ST 60CU40X2 0.30 0.006
56 ST 60CU40X2 0.15 0.003
57 ST 60CU40X2 0.42 0.009
58 ST 60CU40X2 1.10 0.022
59 ST 60CU40X2 0.64 0.013
60 ST 60CU40X2 1.10 0.022
61 ST 60CU40X2 0.60 0.012
62 ST 60CU40X2 0.43 0.009
63 ST 60CU40X2 0.24 0.005
64 ST 60CS40X2 1.21 0.029
65 ST 60CS40X2 0.40 0.010
67 ST 60CU40X2 0.20 0.004
68 ST 40LU40X2 2.06 0.024
72 ST 40CS40X2 1.05 0.022
73 ST 40CS40X2 1.05 0.022
74 ST 40CS40X2 1.05 0.022
75 ST 40CS40X2 1.05 0.022
76 ST 40CS40X2 1.05 0.022
77 ST 40CS40X2 1.05 0.022
83 ST 60CU40X2 0.30 0.006
84 ST 60CU40X2 0.15 0.003
85 ST 60CU40X2 0.42 0.009
86 ST 60CU40X2 1.10 0.022
87 ST 60CU40X2 0.64 0.013
88 ST 60CU40X2 1.10 0.022
89 ST 60CU40X2 0.60 0.012
90 ST 60CU40X2 0.43 0.009
91 ST 60CU40X2 0.24 0.005
92 ST 60CS40X2 1.21 0.029
93 ST 60CS40X2 0.40 0.010
95 ST 60CU40X2 0.20 0.004
96 ST 40LU40X2 2.06 0.024
97 ST 60CS40X2 0.50 0.012
98 ST 60CS40X2 0.50 0.012
99 ST 60CS40X2 0.50 0.012
100 ST 60CS40X2 0.50 0.012
108 ST 40CS40X2 0.50 0.010
109 ST 40CS40X2 0.50 0.010
110 ST 40CS40X2 0.50 0.010
111 ST 40CS40X2 0.50 0.010
112 ST 40CS40X2 0.50 0.010
113 ST 40CS40X2 0.50 0.010
114 ST 40CS40X2 0.50 0.010
115 ST 40CS40X2 0.50 0.010
116 ST 40CS40X2 0.50 0.010
117 ST 40CS40X2 0.50 0.010
118 ST 40CS40X2 0.50 0.010
119 ST 40CS40X2 0.50 0.010
120 ST 60CS40X2 0.50 0.012
121 ST 60CS40X2 0.50 0.012
122 ST 60CS40X2 0.50 0.012
123 ST 60CS40X2 0.50 0.012
124 ST 60CU40X2 0.42 0.009
125 ST 60CU40X2 0.42 0.009
126 ST 60CU40X2 0.42 0.009
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STAAD SPACE -- PAGE NO. 7
127 ST 60CU40X2 0.42 0.009
128 ST 40LU40X2 0.76 0.009
129 ST 40LU40X2 0.76 0.009
130 ST 40LU40X2 0.76 0.009
131 ST 40LU40X2 0.76 0.009
----------------
TOTAL = 1.475
************ END OF DATA FROM INTERNAL STORAGE ************
134. CHECK CODE ALL
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STAAD SPACE -- PAGE NO. 8
STAAD.Pro CODE CHECKING - (I801)
***********************
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 1 SECTION: 60CU40X2 LEN: 300.00 GOV.LOC: 300.00 |
| STATUS: PASS RATIO = 0.014 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 30.00 LY: 30.00 LZ: 30.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 2 SECTION: 60CU40X2 LEN: 150.00 GOV.LOC: 150.00 |
| STATUS: PASS RATIO = 0.151 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.94 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 15.00 LY: 15.00 LZ: 15.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
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STAAD SPACE -- PAGE NO. 9
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 3 SECTION: 60CU40X2 LEN: 425.00 GOV.LOC: 425.00 |
| STATUS: PASS RATIO = 0.416 GOV.MODE: Bend + Compress GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.39 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.50 LY: 42.50 LZ: 42.50 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 4 SECTION: 60CU40X2 LEN: 1100.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.317 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 0.94 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 110.00 LY: 110.00 LZ: 110.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
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STAAD SPACE -- PAGE NO. 10
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 5 SECTION: 60CU40X2 LEN: 640.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.197 GOV.MODE: Bend + Compress GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 29.26 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 64.00 LY: 64.00 LZ: 64.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 6 SECTION: 60CU40X2 LEN: 1100.00 GOV.LOC: 1100.00 |
| STATUS: PASS RATIO = 0.170 GOV.MODE: Bending Z GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 21.64 |
| BEND. Z: 0.87 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 110.00 LY: 110.00 LZ: 110.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
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STAAD SPACE -- PAGE NO. 11
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 7 SECTION: 60CU40X2 LEN: 600.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.142 GOV.MODE: Bend + Compress GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 29.89 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 60.00 LY: 60.00 LZ: 60.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 8 SECTION: 60CU40X2 LEN: 428.78 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.028 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.88 LY: 42.88 LZ: 42.88 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 11 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 12
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 9 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.114 GOV.MODE: Bend Z + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 24.00 LY: 24.00 LZ: 24.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 9 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.114 GOV.MODE: Bend Z + Shear GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 120.50 LY: 170.00 LZ: 170.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 12 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 13
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 9 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.114 GOV.MODE: Bend Z + Shear GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 40.00 LY: 90.00 LZ: 90.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 15 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 1050.00 |
| STATUS: PASS RATIO = 0.311 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 56.76 COMPRESS: 0.00 |
| BEND. Z: 0.67 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 13 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 14
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 16 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 1050.00 |
| STATUS: PASS RATIO = 0.329 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 33.28 |
| BEND. Z: 0.67 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 17 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 1050.00 |
| STATUS: PASS RATIO = 0.233 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 56.76 COMPRESS: 0.00 |
| BEND. Z: 0.67 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 14 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 15
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 18 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 1050.00 |
| STATUS: PASS RATIO = 0.253 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 33.28 |
| BEND. Z: 0.69 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 19 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 1050.00 |
| STATUS: PASS RATIO = 0.250 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 56.76 COMPRESS: 0.00 |
| BEND. Z: 0.69 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 15 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 16
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 20 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 1050.00 |
| STATUS: PASS RATIO = 0.267 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 33.28 |
| BEND. Z: 0.67 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 24 SECTION: 60CU40X2 LEN: 300.00 GOV.LOC: 300.00 |
| STATUS: PASS RATIO = 0.014 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 30.00 LY: 30.00 LZ: 30.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 16 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 17
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 25 SECTION: 60CU40X2 LEN: 150.00 GOV.LOC: 150.00 |
| STATUS: PASS RATIO = 0.158 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.94 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 15.00 LY: 15.00 LZ: 15.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 26 SECTION: 60CU40X2 LEN: 425.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.619 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.39 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.50 LY: 42.50 LZ: 42.50 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 17 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 18
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 27 SECTION: 60CU40X2 LEN: 1100.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.481 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 0.94 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 110.00 LY: 110.00 LZ: 110.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 28 SECTION: 60CU40X2 LEN: 640.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.327 GOV.MODE: Bend + Compress GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 29.26 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 64.00 LY: 64.00 LZ: 64.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 18 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 19
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 29 SECTION: 60CU40X2 LEN: 1100.00 GOV.LOC: 1100.00 |
| STATUS: PASS RATIO = 0.257 GOV.MODE: Bending Z GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 21.64 |
| BEND. Z: 0.87 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 110.00 LY: 110.00 LZ: 110.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 30 SECTION: 60CU40X2 LEN: 600.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.226 GOV.MODE: Bend Z + Shear GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 60.00 LY: 60.00 LZ: 60.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 19 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 20
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 31 SECTION: 60CU40X2 LEN: 428.78 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.028 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.88 LY: 42.88 LZ: 42.88 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 32 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.220 GOV.MODE: Bend Z + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 24.00 LY: 24.00 LZ: 24.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 20 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 21
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 32 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.220 GOV.MODE: Bend Z + Shear GOV.LOAD: 10 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 120.50 LY: 170.00 LZ: 170.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 32 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.220 GOV.MODE: Bend Z + Shear GOV.LOAD: 10 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 40.00 LY: 90.00 LZ: 90.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
Page 21 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 22
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 37 SECTION: 60CU40X2 LEN: 200.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.143 GOV.MODE: Bend Z + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 20.00 LY: 20.00 LZ: 20.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 38 SECTION: 60CU40X2 LEN: 200.01 GOV.LOC: 200.01 |
| STATUS: PASS RATIO = 0.282 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.64 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 20.00 LY: 20.00 LZ: 20.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 22 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 23
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 39 SECTION: 40LU40X2 LEN: 2061.69 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.202 GOV.MODE: Compression GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 9.75 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 206.17 LY: 206.17 LZ: 206.17 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 40 SECTION: 40LU40X2 LEN: 2061.69 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.317 GOV.MODE: Compression GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 9.75 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 206.17 LY: 206.17 LZ: 206.17 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 23 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 24
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 44 SECTION: 40CS40X2 LEN: 2021.01 GOV.LOC: 2021.01 |
| STATUS: PASS RATIO = 0.329 GOV.MODE: Bending Z GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 56.76 COMPRESS: 0.00 |
| BEND. Z: 0.36 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 202.10 LY: 202.10 LZ: 202.10 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 45 SECTION: 40CS40X2 LEN: 2021.01 GOV.LOC: 2021.01 |
| STATUS: PASS RATIO = 0.421 GOV.MODE: Bending Z GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 16.34 |
| BEND. Z: 0.36 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 202.10 LY: 202.10 LZ: 202.10 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 24 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 25
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 46 SECTION: 40CS40X2 LEN: 2021.01 GOV.LOC: 2021.01 |
| STATUS: PASS RATIO = 0.319 GOV.MODE: Bending Z GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 56.76 COMPRESS: 0.00 |
| BEND. Z: 0.36 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 202.10 LY: 202.10 LZ: 202.10 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 47 SECTION: 40CS40X2 LEN: 2021.01 GOV.LOC: 2021.01 |
| STATUS: PASS RATIO = 0.304 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 16.34 |
| BEND. Z: 0.36 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 202.10 LY: 202.10 LZ: 202.10 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 25 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 26
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 48 SECTION: 40CS40X2 LEN: 2021.01 GOV.LOC: 2021.01 |
| STATUS: PASS RATIO = 0.274 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 56.76 COMPRESS: 0.00 |
| BEND. Z: 0.36 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 202.10 LY: 202.10 LZ: 202.10 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 49 SECTION: 40CS40X2 LEN: 2021.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.269 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 16.34 |
| BEND. Z: 0.36 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 202.10 LY: 202.10 LZ: 202.10 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 26 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 27
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 55 SECTION: 60CU40X2 LEN: 300.00 GOV.LOC: 300.00 |
| STATUS: PASS RATIO = 0.014 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 30.00 LY: 30.00 LZ: 30.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 56 SECTION: 60CU40X2 LEN: 150.00 GOV.LOC: 150.00 |
| STATUS: PASS RATIO = 0.158 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 15.00 LY: 15.00 LZ: 15.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 27 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 28
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 57 SECTION: 60CU40X2 LEN: 425.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.622 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.50 LY: 42.50 LZ: 42.50 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 58 SECTION: 60CU40X2 LEN: 1100.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.482 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 21.64 |
| BEND. Z: 0.94 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 110.00 LY: 110.00 LZ: 110.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 28 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 29
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 59 SECTION: 60CU40X2 LEN: 640.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.327 GOV.MODE: Bend + Compress GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 29.26 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 64.00 LY: 64.00 LZ: 64.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 60 SECTION: 60CU40X2 LEN: 1100.00 GOV.LOC: 1100.00 |
| STATUS: PASS RATIO = 0.279 GOV.MODE: Bending Z GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 0.87 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 110.00 LY: 110.00 LZ: 110.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 29 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 30
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 61 SECTION: 60CU40X2 LEN: 600.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.226 GOV.MODE: Bend Z + Shear GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 60.00 LY: 60.00 LZ: 60.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 62 SECTION: 60CU40X2 LEN: 428.78 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.028 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.88 LY: 42.88 LZ: 42.88 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 30 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 31
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 63 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.214 GOV.MODE: Bend Z + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 24.00 LY: 24.00 LZ: 24.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 63 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.214 GOV.MODE: Bend Z + Shear GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 120.50 LY: 170.00 LZ: 170.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 31 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 32
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 63 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.214 GOV.MODE: Bend Z + Shear GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 40.00 LY: 90.00 LZ: 90.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 67 SECTION: 60CU40X2 LEN: 200.01 GOV.LOC: 200.01 |
| STATUS: PASS RATIO = 0.284 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 20.00 LY: 20.00 LZ: 20.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 32 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 33
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 68 SECTION: 40LU40X2 LEN: 2061.69 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.333 GOV.MODE: Compression GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 9.75 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 206.17 LY: 206.17 LZ: 206.17 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 72 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.302 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 33.28 |
| BEND. Z: 0.69 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 33 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 34
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 73 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.321 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 56.76 COMPRESS: 0.00 |
| BEND. Z: 0.69 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 74 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.225 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 33.28 |
| BEND. Z: 0.69 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 34 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 35
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 75 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.261 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 56.76 COMPRESS: 0.00 |
| BEND. Z: 0.67 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 76 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.258 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 33.28 |
| BEND. Z: 0.67 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 35 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 36
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 77 SECTION: 40CS40X2 LEN: 1050.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.258 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 56.76 COMPRESS: 0.00 |
| BEND. Z: 0.69 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 105.00 LY: 105.00 LZ: 105.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 83 SECTION: 60CU40X2 LEN: 300.00 GOV.LOC: 300.00 |
| STATUS: PASS RATIO = 0.014 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 30.00 LY: 30.00 LZ: 30.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 36 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 37
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 84 SECTION: 60CU40X2 LEN: 150.00 GOV.LOC: 150.00 |
| STATUS: PASS RATIO = 0.151 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 15.00 LY: 15.00 LZ: 15.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 85 SECTION: 60CU40X2 LEN: 425.00 GOV.LOC: 425.00 |
| STATUS: PASS RATIO = 0.426 GOV.MODE: Bend Z + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.50 LY: 42.50 LZ: 42.50 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 37 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 38
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 86 SECTION: 60CU40X2 LEN: 1100.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.317 GOV.MODE: Bend Y + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 21.64 |
| BEND. Z: 0.94 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 110.00 LY: 110.00 LZ: 110.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 87 SECTION: 60CU40X2 LEN: 640.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.197 GOV.MODE: Bend + Compress GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 29.26 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 64.00 LY: 64.00 LZ: 64.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 38 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 39
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 88 SECTION: 60CU40X2 LEN: 1100.00 GOV.LOC: 1100.00 |
| STATUS: PASS RATIO = 0.185 GOV.MODE: Bending Z GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 0.87 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 110.00 LY: 110.00 LZ: 110.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 89 SECTION: 60CU40X2 LEN: 600.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.149 GOV.MODE: Bend Z + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 60.00 LY: 60.00 LZ: 60.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 39 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 40
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 90 SECTION: 60CU40X2 LEN: 428.78 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.028 GOV.MODE: Bend Y + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.88 LY: 42.88 LZ: 42.88 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 91 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.117 GOV.MODE: Bend Z + Shear GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 24.00 LY: 24.00 LZ: 24.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 40 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 41
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 91 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.117 GOV.MODE: Bend Z + Shear GOV.LOAD: 10 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 120.50 LY: 170.00 LZ: 170.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 91 SECTION: 60CU40X2 LEN: 240.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.117 GOV.MODE: Bend Z + Shear GOV.LOAD: 10 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 34.34 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 40.00 LY: 90.00 LZ: 90.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
Page 41 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 42
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 95 SECTION: 60CU40X2 LEN: 200.01 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.137 GOV.MODE: Bend Z + Shear GOV.LOAD: 8 |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 20.00 LY: 20.00 LZ: 20.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 96 SECTION: 40LU40X2 LEN: 2061.69 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.170 GOV.MODE: Compression GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 9.75 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 206.17 LY: 206.17 LZ: 206.17 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
Page 42 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 43
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 96 SECTION: 40LU40X2 LEN: 2061.69 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.170 GOV.MODE: Compression GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 49.50 LY: 170.00 LZ: 170.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 96 SECTION: 40LU40X2 LEN: 2061.69 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.170 GOV.MODE: Compression GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 49.50 LY: 170.00 LZ: 170.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
Page 43 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 44
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 96 SECTION: 40LU40X2 LEN: 2061.69 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.170 GOV.MODE: Compression GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 49.50 LY: 170.00 LZ: 170.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 96 SECTION: 40LU40X2 LEN: 2061.69 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.170 GOV.MODE: Compression GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 55.68 COMPRESS: 0.00 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
Page 44 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 45
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 49.50 LY: 170.00 LZ: 170.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 108 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 109 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
Page 45 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 46
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 110 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 111 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
Page 46 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 47
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 112 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 113 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
Page 47 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 48
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 114 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 115 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
Page 48 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 49
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 116 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 117 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
Page 49 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 50
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 118 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 119 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
Page 50 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 51
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 50.00 LZ: 50.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 119 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 90.00 LZ: 90.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 119 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
Page 51 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 52
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 90.00 LZ: 90.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 119 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 90.00 LZ: 90.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 119 SECTION: 40CS40X2 LEN: 500.00 GOV.LOC: 500.00 |
| STATUS: PASS RATIO = 0.119 GOV.MODE: Bend Y + Shear GOV.LOAD: 7 |
| Unbraced length error. Value must not be greater than member |
| length. |
| Input data for current member contains errors. Design will not |
Page 52 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 53
| be performed. |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 0.00 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 16.80 SHEAR Y: 8.40 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.70 AE: 2.70 |
| IZ: 6.7711E+00 IZE: 6.7711E+00 IY: 6.0117E+00 IYE: 6.0117E+00 |
| SZE_T: 3.3856E+00 SZE_C: 3.3856E+00 SYE_T: 2.8084E+00 SYE_C: 3.2331E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 50.00 LY: 90.00 LZ: 90.00 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 124 SECTION: 60CU40X2 LEN: 425.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.399 GOV.MODE: Bend + Compress GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.39 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.50 LY: 42.50 LZ: 42.50 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 125 SECTION: 60CU40X2 LEN: 425.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.587 GOV.MODE: Bend + Compress GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.39 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
Page 53 of 58C:\Users\zafar.abbas\Desktop\For Ansar\PD SR-678-LC-STAAD 3STACK_R02-170218.anl
Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 54
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 3.5296E+00 SYE_C: 1.6026E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.50 LY: 42.50 LZ: 42.50 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 126 SECTION: 60CU40X2 LEN: 425.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.587 GOV.MODE: Bend + Compress GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.39 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.50 LY: 42.50 LZ: 42.50 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 127 SECTION: 60CU40X2 LEN: 425.00 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.479 GOV.MODE: Bend + Compress GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 32.39 |
| BEND. Z: 1.10 BEND. Y: 0.00 SHEAR Z: 19.60 SHEAR Y: 14.00 |
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Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 55
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 2.65 AE: 2.65 |
| IZ: 1.5770E+01 IZE: 1.5770E+01 IY: 4.4087E+00 IYE: 4.4087E+00 |
| SZE_T: 5.2567E+00 SZE_C: 5.2567E+00 SYE_T: 1.6026E+00 SYE_C: 3.5296E+00 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 42.50 LY: 42.50 LZ: 42.50 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 128 SECTION: 40LU40X2 LEN: 756.40 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.179 GOV.MODE: Compression GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 16.37 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 75.64 LY: 75.64 LZ: 75.64 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 129 SECTION: 40LU40X2 LEN: 756.40 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.284 GOV.MODE: Compression GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 16.37 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
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Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 56
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 75.64 LY: 75.64 LZ: 75.64 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 130 SECTION: 40LU40X2 LEN: 756.40 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.284 GOV.MODE: Compression GOV.LOAD: 11 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 16.37 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 75.64 LY: 75.64 LZ: 75.64 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
|-----------------------------------------------------------------------------|
| UNITS : MM, KN, KNM, MPA |
| |
| MEMBER# 131 SECTION: 40LU40X2 LEN: 756.40 GOV.LOC: 0.00 |
| STATUS: PASS RATIO = 0.206 GOV.MODE: Compression GOV.LOAD: 10 |
| |
| RESISTANCES: AX.TENS: 0.00 COMPRESS: 16.37 |
| BEND. Z: 0.00 BEND. Y: 0.00 SHEAR Z: 0.00 SHEAR Y: 0.00 |
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Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 57
| |
| UNITS : CM, KG, KG-CM, KG/CM^2 |
| |
| FYLD: 3569.01 COLD WORK FYLD: 3569.01 FU: 4588.72 A: 1.53 AE: 1.53 |
| IZ: 3.9540E+00 IZE: 3.9540E+00 IY: 9.1412E-01 IYE: 9.1412E-01 |
| SZE_T: 1.5084E+00 SZE_C: 1.3026E+00 SYE_T: 6.4536E-01 SYE_C: 6.7900E-01 |
| |
| INPUT PARAMETERS : |
| |
| KX: 1.00 KY: 1.00 KZ: 1.00 LX: 75.64 LY: 75.64 LZ: 75.64 |
| CMY: 0.85 CMZ: 0.85 NSF: 1.00 RATIO: 1.00 |
| Torsional-flexural buckling restraint provided Web adequately stiffened |
|-----------------------------------------------------------------------------|
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Sunday, February 18, 2018, 04:59 PM
STAAD SPACE -- PAGE NO. 58
136. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= FEB 18,2018 TIME= 16:59:22 ****
************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://selectservices.bentley.com/en-US/ *
* *
* Details about additional assistance from *
* Bentley and Partners can be found at program menu *
* Help->Technical Support *
* *
* Copyright (c) 1997-2016 Bentley Systems, Inc. *
* http://www.bentley.com *
************************************************************
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