PAGE NO.


****************************************************
* *
* STAAD.Pro CONNECT Edition *
* Version 22.12.00.142 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= JUL 10, 2025 *
* Time= 17:55:43 *
* *
* Licensed to: *
****************************************************


1. STAAD SPACE
INPUT FILE: D:\2.SDEA- COSTING\SDEA-3915-WATE TOWER 6.8M\STAAD\WATCH TOWER.R2.STD
2. START JOB INFORMATION
3. ENGINEER DATE 20-AUG-23
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 344 34.5 -2.2 61; 345 34.5 5.3 61; 346 37.5 -2.2 61; 347 37.5 5.3 61
9. 348 34.5 -2.2 64; 349 34.5 5.3 64; 350 37.5 -2.2 64; 351 37.5 5.3 64
10. 352 34.5 1.8 61; 353 37.5 1.8 61; 354 34.5 1.8 64; 355 37.5 1.8 64
11. 357 33.5 1.8 64; 368 34.5 1.8 61.75; 369 34.5 1.8 62.5; 370 34.5 1.8 63.25
12. 371 37.5 1.8 61.75; 372 37.5 1.8 62.5; 373 37.5 1.8 63.25; 388 34.5 -0.2 61
13. 389 34.5 -0.2 60.5; 390 33.5 -0.2 61; 391 34.5 -0.2 60; 392 33.5 -0.2 60.5
14. 393 33.5 -0.2 60; 394 34.5 -0.2 60.8; 395 37.5 -2.2 60.8; 396 37.5 -2.2 60
15. 397 34.5 0.8 61; 398 37.5 0.8 61; 399 34.5 0.8 64; 400 37.5 0.8 64
16. 401 34.5 -1.2 61; 406 34.5 6.15 62.5; 407 37.5 6.15 62.5
17. 408 37.5 5.05349 60.565; 409 37.5 5.05349 64.435; 410 34.5 5.725 61.75
18. 411 37.5 5.725 61.75; 412 34.5 5.725 63.25; 413 37.5 5.725 63.25
19. 414 34.5 5.05349 60.565; 415 34.5 5.05349 64.435; 416 33.5 1.8 63.25
20. MEMBER INCIDENCES
21. 760 344 401; 761 346 398; 762 348 399; 763 350 400; 764 352 345; 765 353
347
22. 766 354 349; 767 355 351; 768 352 353; 769 354 355; 770 352 368; 771 353
371
23. 773 354 357; 782 357 416; 791 368 369; 792 369 370; 793 370 354; 794 371
372
24. 795 372 373; 796 373 355; 809 368 371; 811 369 372; 813 370 373; 823 388
397
25. 824 388 394; 825 388 390; 826 389 391; 827 390 392; 828 392 393; 829 390
416
26. 830 388 370; 831 393 391; 833 394 389; 834 394 395; 835 391 396; 836 397
352
 27. 837 398 353; 838 399 354; 839 400 355; 840 401 388; 845 401 391; 846 401
390
28. 847 399 357; 851 392 389; 852 345 347; 853 349 351; 854 345 410; 855 347
411
29. 861 406 412; 862 407 413; 863 347 408; 864 351 409; 865 410 406; 866 411
407
30. 867 412 349; 868 413 351; 869 410 411; 870 406 407; 871 412 413; 872 414
408
31. 873 415 409; 874 414 345; 875 349 415; 876 345 349; 877 347 351; 878 352
346
32. 879 353 344; 880 354 350; 881 355 348; 882 348 352; 883 354 344; 884 355
346
33. 885 353 350; 886 370 416
34. START GROUP DEFINITION
35. MEMBER
36. FLOOR
37. _1ST_FLOOR 768 TO 771 773 782 791 TO 796 809 811 813 886
38. END GROUP DEFINITION
STAAD SPACE -- PAGE NO. 2

39. START USER TABLE

40. TABLE 1
41. UNIT METER KN
42. WIDE FLANGE
43. COL
44. 0.008208 0.45 0.008 0.2 0.012 0.00028181 1.60182E-05 3.03104E-07 0.0036 -
45. 0.0032 0.2 0.012
46. BEAM
47. 0.00613 0.375 0.006 0.2 0.01 0.000155628 1.33397E-05 1.58893E-07 0.00225 -
48. 0.00266667 0.2 0.01
49. ISMC150BTOB
50. 0.0081824 0.216 0.0124 0.15 0.02 6.34575E-05 1.1278E-05 9.11855E-07 -
51. 0.0026784 0.004 0.15 0.02
52. COLV2
53. 0.0141 0.65 0.01 0.2 0.02 0.000983217 2.67175E-05 1.27E-06 0.0065 -
54. 0.00533333 0.2 0.02
55. GABLE
56. 0.0126 0.5 0.01 0.2 0.02 0.00054218 2.6705E-05 1.22E-06 0.005 0.00533333 -
57. 0.2 0.02
58. GABLEBEAM
59. 0.006756 0.35 0.006 0.2 0.012 0.000154473 1.60059E-05 2.53872E-07 -
60. 0.0021 0.0032 0.2 0.012
61. CRANE
62. 0.010608 0.75 0.008 0.2 0.012 0.000908735 1.6031E-05 3.54304E-07 0.006 -
63. 0.0032 0.2 0.012
64. TABLE 2
65. TUBE
66. ISMC150B0X_6MMPL
67. 0.010132 0.166 0.166 0.017 3.79781E-05 3.79781E-05 5.62351E-05 0.005644 -
68. 0.005644
69. 200X600X12
 70. 0.018624 0.6 0.2 0.012 0.000797156 0.000138315 0.000377937 0.0144 0.0048
71. 50X50X3.2
72. 0.00059904 0.05 0.05 0.0032 2.19696E-07 2.19696E-07 3.2801E-07 0.00032
0.00032
73. 75X75X4
74. 0.001136 0.075 0.075 0.004 9.57459E-07 9.57459E-07 1.43164E-06 0.0006
0.0006
75. 100X200X4
76. 0.002336 0.2 0.1 0.004 1.24029E-05 4.20766E-06 9.69978E-06 0.0016 0.0008
77. 50X100X5
78. 0.0014 0.1 0.05 0.005 1.73667E-06 5.61667E-07 1.3054E-06 0.001 0.0005
79. 80X150X4
80. 0.001776 0.15 0.08 0.004 5.32027E-06 1.98323E-06 4.4368E-06 0.0012 0.00064
81. 100X50X3
82. 0.000864 0.1 0.05 0.003 1.12119E-06 3.74392E-07 8.6602E-07 0.0006 0.0003
83. END
84. DEFINE MATERIAL START
85. ISOTROPIC STEEL
86. E 2.05E+08
87. POISSON 0.3
88. DENSITY 76.8195
89. ALPHA 1.2E-05
90. DAMP 0.03
91. TYPE STEEL
92. STRENGTH RY 1.5 RT 1.2
93. ISOTROPIC CONCRETE
94. E 2.17185E+07
STAAD SPACE -- PAGE NO. 3

95. POISSON 0.17

96. DENSITY 23.5616
97. ALPHA 1E-05
98. DAMP 0.05
99. TYPE CONCRETE
100. STRENGTH FCU 27579
101. END DEFINE MATERIAL
102. MEMBER PROPERTY INDIAN
103. 760 TO 767 770 771 791 TO 796 823 836 TO 840 TABLE ST TUB1001005
104. MEMBER PROPERTY INDIAN
105. 768 769 773 782 809 811 813 824 TO 831 833 TO 835 854 855 861 TO 868 874
875 -
106. 886 UPTABLE 2 100X50X3
107. MEMBER PROPERTY TATASTRUCTURA
108. 852 853 869 TO 873 876 TO 885 TABLE ST 72X72X4.8SHS
109. MEMBER PROPERTY
110. 845 TO 847 851 UPTABLE 2 50X50X3.2
111. CONSTANTS
112. BETA 90 MEMB 760 TO 767 823 836 TO 840
113. MATERIAL STEEL ALL
114. SUPPORTS
115. 344 346 348 350 FIXED
116. 395 396 PINNED
117. *345 347 349 351 TO 355 388 397 TO 401 PINNED
118. MEMBER RELEASE
119. 809 811 813 834 835 851 869 TO 873 878 TO 885 START MY MZ
120. 809 811 813 851 869 TO 873 878 TO 885 END MY MZ
121. DEFINE IS1893 2016 LOAD
122. ZONE 0.36 RF 5 I 1 SS 2 ST 2 DM 0.05 DT 2
123. JOINT WEIGHT
124. 344 WEIGHT 0.34
125. 345 WEIGHT 12.827
126. 346 WEIGHT 0.558
127. 347 WEIGHT 12.829
128. 348 WEIGHT 0.559
129. 349 WEIGHT 12.819
130. 350 WEIGHT 0.559
131. 351 WEIGHT 12.817
132. 352 WEIGHT 4.519
133. 353 WEIGHT 4.464
134. 354 370 WEIGHT 9.556
135. 355 WEIGHT 7.197
136. 388 WEIGHT 3.344
137. 395 WEIGHT 1.517
138. 396 WEIGHT 1.475
139. 397 WEIGHT 0.218
140. 398 WEIGHT 0.436
141. 399 WEIGHT 2.98
142. 400 WEIGHT 0.684
143. 401 WEIGHT 5.106
144. ***************DEAD LOAD ON FLOOR IS CONSIDERED 100KG/M2
145. ************LOAD ON STAIRCASE BEAM = 0.5*100=0.5KN/M2
146. *********ON ROOF SHEETING LOAD = 15 KG /M2
147. **********MEMBER LOAD ON SHEETING ON PURLIN 0.85M SPACED = 0.85X15=12.5KG/M
148. LOAD 1 LOADTYPE NONE TITLE EQX

***NOTE: Specified GL value is found to lie on

a particular floor level. Time period
calculation of super structure will
consider nodal lumped mass computed
from SELFWEIGHT for the whole floor.

STAAD SPACE -- PAGE NO. 4

149. 1893 LOAD X 1

150. LOAD 2 LOADTYPE NONE TITLE EQZ
151. 1893 LOAD Z 1
152. LOAD 3 LOADTYPE NONE TITLE DEAD L0AD
153. MEMBER LOAD
154. 824 827 TO 831 834 835 UNI GY -0.5
155. 852 853 869 TO 873 UNI GY -2
156. FLOOR LOAD
157. _1ST_FLOOR FLOAD -1 GY
**NOTE** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4.2 Note d and/or "5.32.4.3 Note f.

**NOTE** about FLOOR GROUP command

All floor panels in a floor group should lie in a single plane.
If not lying in a single plane break single FLOOR GROUP
command into multiple FLOOR GROUP commands where each
floor group lie in a single plane / height.

158. SELFWEIGHT Y -1
159. *************LIVE LOAD ON PURLIN = 75KG/M2X0.85= 65KG/M
160. LOAD 4 LOADTYPE NONE TITLE LL
161. MEMBER LOAD
162. 824 827 TO 831 834 835 UNI GY -1.
163. 852 853 869 TO 873 UNI GY -0.65
164. FLOOR LOAD
165. _1ST_FLOOR FLOAD -2 GY
166. *************SERVICEBLITY ON ROOF IS CONSIDERED ON PURLIN IS 10KG/M
167. LOAD 5 LOADTYPE NONE TITLE SER
168. MEMBER LOAD
169. 852 853 869 TO 873 UNI GY -0.12
170. ********WIND SPEED = 50KG/M2
171. *********WIND PRESSURE = 50X50X0.6 = 1.5KN/M2
172. ********REDUCED PRESSURE HEIGHT IS LESS THAN 10M = 0.8X1.5=1.2KN/M2
173. **********CPI FOR ROOF =0.5 AND CPE= 0.8 NOW CP = 1.3
174. ********WIND LOAD ON PURLIN =0.85X1.3*1.2= 1.33KN/M
175. ************CPE FOR WALL = 0.7 NOW CP =1.2
176. **************WIND LOAD ON COLUMN ABOVE 1ST FLOOR = 1.2X3X0.5X1.2= 2.16KN/M
177. ************UDL ON SINGLE COLUMN = 0.15X1.2=0.18KN/M
178. *******************UDL ON BRACING= 0.075X1.2= 0.09 KN/M
179. ******************************
180. LOAD 6 LOADTYPE NONE TITLE WLZ
STAAD SPACE -- PAGE NO. 5

181. MEMBER LOAD

182. 852 853 869 TO 873 UNI GY 1.4
183. 766 767 UNI GZ -2.18
184. 760 TO 763 823 836 TO 840 UNI GZ -0.18
185. 878 TO 881 UNI GZ -0.09
186. LOAD 7 LOADTYPE NONE TITLE WLX
187. MEMBER LOAD
188. 852 853 869 TO 873 UNI GY 1.4
189. 764 766 UNI GX 2.18
190. 760 TO 763 823 836 837 839 840 UNI GX 0.18
191. 882 TO 885 UNI GX 0.09
192. *************************************
193. *LOAD COMB 1000 (DL+0.25LL+SER)
194. *3 1.0 4 0.25 5 1.0
195. *PERFORM ANALYSIS
196. *FINISH
197. LOAD COMB 8 1.5(DL+WLZ)
198. 3 1.5 6 1.5
199. LOAD COMB 9 1.5(DL+WLX)
200. 3 1.5 7 1.5
201. LOAD COMB 10 1.2(DL+LL+SER+WLZ)
202. 4 1.2 6 1.2 5 1.2 3 1.2
203. LOAD COMB 11 1.2(DL+LL+SER+WLX
204. 4 1.2 7 1.2 5 1.2 3 1.2
205. LOAD COMB 12 1.5(DL+SER+WLZ)
206. 3 1.5 6 1.5 5 1.5
207. LOAD COMB 13 1.5(DL+SER+WLX)
208. 3 1.5 7 1.5 5 1.5
209. ****************************
210. LOAD COMB 14 1.5(DL+SER+EQX)
211. 3 1.5 5 1.5 1 1.5
212. LOAD COMB 15 1.5(DL+SER-EQX)
213. 3 1.5 5 1.5 1 -1.5
214. LOAD COMB 16 1.5(DL+SER+EQZ)
215. 3 1.5 5 1.5 2 1.5
216. LOAD COMB 17 1.5(DL+SER-EQZ)
217. 3 1.5 5 1.5 2 -1.5
218. LOAD COMB 18 1.2(DL+SER+LL+EQX)
219. 3 1.2 4 1.2 5 1.2 1 1.2
220. LOAD COMB 19 1.2(DL+SER+LL-EQX)
221. 3 1.2 4 1.2 5 1.2 1 -1.2
222. LOAD COMB 20 1.2(DL+SER+LL+EQZ)
223. 3 1.2 4 1.2 5 1.2 2 1.2
224. LOAD COMB 21 1.2(DL+SER+LL-EQZ)
225. 3 1.2 4 1.2 5 1.2 2 -1.2
226. LOAD COMB 22 1.5(DL+LL+SER)
227. 3 1.5 4 1.5 5 1.5
228. ***************SERVICEBLITY
229. LOAD COMB 50 1.0(DL+LL+SER)
230. 3 1.0 4 1.0 5 1.0
231. LOAD COMB 51 1.0(DL+WLZ)
232. 3 1.0 6 1.0
233. LOAD COMB 52 1.0(DL+WLX)
234. 3 1.0 7 1.0
235. LOAD COMB 53 1.0(DL+LL+SER+WLZ)
236. 4 1.0 6 1.0 5 1.0 3 1.0
STAAD SPACE -- PAGE NO. 6

237. LOAD COMB 54 1.0(DL+LL+SER+WLX

238. 4 1.0 7 1.0 5 1.0 3 1.0
239. LOAD COMB 55 1.0(DL+SER+WLZ)
240. 3 1.0 6 1.0 5 1.0
241. LOAD COMB 56 1.0(DL+SER+WLX)
242. 1 1.0 7 1.0 5 1.0
243. *****************************
 244. LOAD COMB 57 1.0(DL+SER+EQX)
245. 3 1.0 5 1.0 1 1.0
246. LOAD COMB 58 1.0(DL+SER-EQX)
247. 3 1.0 5 1.0 1 -1.0
248. LOAD COMB 59 1.0(DL+SER+EQZ)
249. 3 1.0 5 1.0 2 1.0
250. LOAD COMB 60 1.0(DL+SER-EQZ)
251. 3 1.0 5 1.0 2 -1.0
252. LOAD COMB 61 1.0(DL+SER+LL+EQX)
253. 3 1.0 4 1.0 5 1.0 1 1.0
254. LOAD COMB 62 1.0(DL+SER+LL-EQX)
255. 3 1.0 4 1.0 5 1.0 1 -1.0
256. LOAD COMB 63 1.0(DL+SER+LL+EQZ)
257. 3 1.0 4 1.0 5 1.0 2 1.0
258. LOAD COMB 64 1.0(DL+SER+LL-EQZ)
259. 3 1.0 4 1.0 5 1.0 2 -1.0
260. PERFORM ANALYSIS


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

NUMBER OF JOINTS 44 NUMBER OF MEMBERS 74

NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 6

Using 64-bit analysis engine.

SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER

TOTAL PRIMARY LOAD CASES = 7, TOTAL DEGREES OF FREEDOM = 234

TOTAL LOAD COMBINATION CASES = 30 SO FAR.


**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION

OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH
UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS & CHANGE.

***NOTE: Equivalent Static Analysis should preferably be performed for regular

structures with approximate natural time period less than 0.4s and regular
structures with height less than 15m in Seismic Zone II. Ref Cl.6.4.3 and 7.6
STAAD SPACE -- PAGE NO. 7

BASE SHEAR AND TIME PERIOD IN X 

--ABOVE GROUND LEVEL

*********************************************************
* UNITS - KN METE *
 * TIME PERIOD FOR X 1893 LOADING = 0.39297 SEC *
* SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 *
* VB PER 1893= 0.0900 X 99.25= 8.93 KN *
* VB Act Based on Clause 7.2.1 = 8.93 KN *
* VB Min based on Clause 7.2.2 = 2.38 KN *
* *
*********************************************************

--WEIGHT AND BASE SHEAR SUMMERY

Units:KN METE
|------------------------------------------------------------------------------|
| Category | Weight | Ah | VB Calculated | VB Minimum | VB Final |
|------------------------------------------------------------------------------|
| Above GL | 99.25400| 0.0900000| 8.93286 | 2.38210| 8.93286|
|------------------------------------------------------------------------------|

***NOTE: Equivalent Static Analysis should preferably be performed for regular

structures with approximate natural time period less than 0.4s and regular
structures with height less than 15m in Seismic Zone II. Ref Cl.6.4.3 and 7.6
BASE SHEAR AND TIME PERIOD IN Z 
--ABOVE GROUND LEVEL

*********************************************************
* UNITS - KN METE *
* TIME PERIOD FOR Z 1893 LOADING = 0.39297 SEC *
* SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 *
* VB PER 1893= 0.0900 X 99.25= 8.93 KN *
* VB Act Based on Clause 7.2.1 = 8.93 KN *
* VB Min based on Clause 7.2.2 = 2.38 KN *
* *
*********************************************************

--WEIGHT AND BASE SHEAR SUMMERY

Units:KN METE
|------------------------------------------------------------------------------|
| Category | Weight | Ah | VB Calculated | VB Minimum | VB Final |
|------------------------------------------------------------------------------|
| Above GL | 99.25400| 0.0900000| 8.93286 | 2.38210| 8.93286|
|------------------------------------------------------------------------------|

261. LOAD LIST 8 TO 22

262. PARAMETER 1
263. CODE IS800 LSD
264. FYLD 250000 MEMB 760 TO 767 823 836 TO 840
265. FYLD 240000 ALL
266. FU 410000 MEMB 760 TO 767 823 836 TO 840
267. FU 410000 ALL
 268. MAIN 250 MEMB 878 TO 885
269. **TSP 1 MEMB 276 280 297 301 318 322 339 343 360 364 381 385 402 406 423
427 -
270. **444 448 465 469 486 490
271. *LAT 1 MEMB 276 277 280 282 297 298 301 303 318 319 322 324 339 340 343 345
-
272. *360 361 364 366 381 382 385 387 402 403 406 408 423 424 427 429 444 445
448 -
273. *450 465 466 469 471 486 487 490 492
274. CHECK CODE ALL
STEEL DESIGN 

|----------------------------------------------------------------------------------
|
| Member Number: 760 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.349 Critical Load Case: 10 Location: 0.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 8


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 761 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.434 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
 | Member Number: 762 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.434 Critical Load Case: 10 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 763 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.434 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 764 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.602 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 9


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
 | Member Number: 765 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.518 Critical Load Case: 17 Location: 0.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 766 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.613 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 767 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.520 Critical Load Case: 12 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 768 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.801 Critical Load Case: 9 Location: 0.00
|
 | Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 10


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 769 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.801 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 770 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.346 Critical Load Case: 21 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 771 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.424 Critical Load Case: 10 Location: 0.00
|
 | Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 773 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.327 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 11


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 782 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.200 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 791 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.325 Critical Load Case: 22 Location: 0.75
|
 | Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 792 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.325 Critical Load Case: 22 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 793 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.477 Critical Load Case: 20 Location: 0.75
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 12


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 794 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.307 Critical Load Case: 22 Location: 0.75
|
 | Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 795 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.307 Critical Load Case: 22 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 796 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.419 Critical Load Case: 20 Location: 0.75
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 809 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.801 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|
 STAAD SPACE -- PAGE NO. 13


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 811 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.801 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 813 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.801 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 823 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.256 Critical Load Case: 21 Location: 0.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|
|----------------------------------------------------------------------------------
|
| Member Number: 824 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.363 Critical Load Case: 22 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 14


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 825 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.130 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 826 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.073 Critical Load Case: 19 Location: 0.50
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|
|----------------------------------------------------------------------------------
|
| Member Number: 827 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.395 Critical Load Case: 22 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 828 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.165 Critical Load Case: 22 Location: 0.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 15


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 829 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.803 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|
|----------------------------------------------------------------------------------
|
| Member Number: 830 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.803 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 831 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.267 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 833 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.153 Critical Load Case: 22 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 16


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************

|----------------------------------------------------------------------------------
|
| Member Number: 834 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.962 Critical Load Case: 15 Location: 0.90
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 835 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.962 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 836 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.413 Critical Load Case: 9 Location: 1.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 837 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.258 Critical Load Case: 18 Location: 1.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 17


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 838 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.297 Critical Load Case: 10 Location: 1.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 839 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.292 Critical Load Case: 10 Location: 1.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 840 
|
| Member Section: ST TUB1001005 (INDIAN SECTIONS)
|
| Status: PASS Ratio: 0.328 Critical Load Case: 22 Location: 1.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 845 
|
| Member Section: ST 50X50X3.2 (UPT)
|
| Status: PASS Ratio: 0.410 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 18


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 846 
|
| Member Section: ST 50X50X3.2 (UPT)
|
| Status: PASS Ratio: 0.410 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 847 
|
| Member Section: ST 50X50X3.2 (UPT)
|
| Status: PASS Ratio: 0.410 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 851 
|
| Member Section: ST 50X50X3.2 (UPT)
|
| Status: PASS Ratio: 0.290 Critical Load Case: 15 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 852 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.942 Critical Load Case: 15 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 19


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 853 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.939 Critical Load Case: 15 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 854 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.694 Critical Load Case: 17 Location: 0.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 855 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.688 Critical Load Case: 17 Location: 0.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 861 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.333 Critical Load Case: 17 Location: 0.86
|
| Critical Condition: Sec. 9.3.2.2
|
|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 20


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 862 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.334 Critical Load Case: 17 Location: 0.86
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 863 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.465 Critical Load Case: 22 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 864 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.465 Critical Load Case: 22 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|
|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 865 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.332 Critical Load Case: 16 Location: 0.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 21


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 866 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.335 Critical Load Case: 16 Location: 0.00
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 867 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.694 Critical Load Case: 16 Location: 0.86
|
| Critical Condition: Sec. 9.3.2.2
|
|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 868 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.692 Critical Load Case: 16 Location: 0.86
|
| Critical Condition: Sec. 9.3.2.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 869 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.727 Critical Load Case: 22 Location: 1.50
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 22


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 870 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.727 Critical Load Case: 22 Location: 1.50
|
| Critical Condition: Sec. 8.2.1.2
|
|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 871 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.727 Critical Load Case: 22 Location: 1.50
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 872 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.727 Critical Load Case: 22 Location: 1.50
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 873 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.727 Critical Load Case: 22 Location: 1.50
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 23


 STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 874 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.463 Critical Load Case: 22 Location: 0.50
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 875 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.463 Critical Load Case: 22 Location: 0.00
|
| Critical Condition: Sec. 8.2.1.2
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 876 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.615 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
 | Member Number: 877 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.615 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 24


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 878 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.738 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 879 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.738 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
 | Member Number: 880 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.738 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 881 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.738 Critical Load Case: 10 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 25


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
| Member Number: 882 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.738 Critical Load Case: 11 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
 | Member Number: 883 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.738 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 884 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.738 Critical Load Case: 8 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

|----------------------------------------------------------------------------------
|
| Member Number: 885 
|
| Member Section: ST 72X72X4.8SHS (TATA STRUCTURA SECTIONS)
|
| Status: PASS Ratio: 0.738 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

STAAD SPACE -- PAGE NO. 26


STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.2)
****************************************************


|----------------------------------------------------------------------------------
|
 | Member Number: 886 
|
| Member Section: ST 100X50X3 (UPT)
|
| Status: PASS Ratio: 0.267 Critical Load Case: 9 Location: 0.00
|
| Critical Condition: Slenderness (Compression)
|

|----------------------------------------------------------------------------------
|

275. PARAMETER 2
276. CODE IS800 LSD
277. STEEL MEMBER TAKE OFF ALL
STAAD SPACE -- PAGE NO. 27

STEEL TAKE OFF 


STEEL TAKE-OFF
--------------

PROFILE LENGTH(METE) WEIGHT(KN )


ST TUB1001005 36.00 5.089
ST 100X50X3 43.88 2.912
ST 50X50X3.2 5.24 0.241
ST 72X72X4.8SHS 67.00 6.336
----------------
TOTAL = 14.578


MEMBER PROFILE LENGTH WEIGHT

(METE) (KN )

760 ST TUB1001005 1.00 0.141
761 ST TUB1001005 3.00 0.424
762 ST TUB1001005 3.00 0.424
763 ST TUB1001005 3.00 0.424
764 ST TUB1001005 3.50 0.495
765 ST TUB1001005 3.50 0.495
766 ST TUB1001005 3.50 0.495
767 ST TUB1001005 3.50 0.495
768 ST 100X50X3 3.00 0.199
769 ST 100X50X3 3.00 0.199
770 ST TUB1001005 0.75 0.106
771 ST TUB1001005 0.75 0.106
773 ST 100X50X3 1.00 0.066
782 ST 100X50X3 0.75 0.050
791 ST TUB1001005 0.75 0.106
792 ST TUB1001005 0.75 0.106
793 ST TUB1001005 0.75 0.106
794 ST TUB1001005 0.75 0.106
795 ST TUB1001005 0.75 0.106
796 ST TUB1001005 0.75 0.106
809 ST 100X50X3 3.00 0.199
811 ST 100X50X3 3.00 0.199
813 ST 100X50X3 3.00 0.199
823 ST TUB1001005 1.00 0.141
824 ST 100X50X3 0.20 0.013
825 ST 100X50X3 1.00 0.066
826 ST 100X50X3 0.50 0.033
827 ST 100X50X3 0.50 0.033
828 ST 100X50X3 0.50 0.033
829 ST 100X50X3 3.01 0.200
830 ST 100X50X3 3.01 0.200
831 ST 100X50X3 1.00 0.066
833 ST 100X50X3 0.30 0.020
834 ST 100X50X3 3.61 0.239
835 ST 100X50X3 3.61 0.239
836 ST TUB1001005 1.00 0.141
837 ST TUB1001005 1.00 0.141
STAAD SPACE -- PAGE NO. 28

838 ST TUB1001005 1.00 0.141

839 ST TUB1001005 1.00 0.141
840 ST TUB1001005 1.00 0.141
845 ST 50X50X3.2 1.41 0.065
846 ST 50X50X3.2 1.41 0.065
847 ST 50X50X3.2 1.41 0.065
851 ST 50X50X3.2 1.00 0.046
852 ST 72X72X4.8SHS 3.00 0.284
853 ST 72X72X4.8SHS 3.00 0.284
854 ST 100X50X3 0.86 0.057
855 ST 100X50X3 0.86 0.057
861 ST 100X50X3 0.86 0.057
862 ST 100X50X3 0.86 0.057
863 ST 100X50X3 0.50 0.033
864 ST 100X50X3 0.50 0.033
865 ST 100X50X3 0.86 0.057
866 ST 100X50X3 0.86 0.057
867 ST 100X50X3 0.86 0.057
868 ST 100X50X3 0.86 0.057
869 ST 72X72X4.8SHS 3.00 0.284
870 ST 72X72X4.8SHS 3.00 0.284
871 ST 72X72X4.8SHS 3.00 0.284
872 ST 72X72X4.8SHS 3.00 0.284
873 ST 72X72X4.8SHS 3.00 0.284
874 ST 100X50X3 0.50 0.033
875 ST 100X50X3 0.50 0.033
876 ST 72X72X4.8SHS 3.00 0.284
 877 ST 72X72X4.8SHS 3.00 0.284
878 ST 72X72X4.8SHS 5.00 0.473
879 ST 72X72X4.8SHS 5.00 0.473
880 ST 72X72X4.8SHS 5.00 0.473
881 ST 72X72X4.8SHS 5.00 0.473
882 ST 72X72X4.8SHS 5.00 0.473
883 ST 72X72X4.8SHS 5.00 0.473
884 ST 72X72X4.8SHS 5.00 0.473
885 ST 72X72X4.8SHS 5.00 0.473
886 ST 100X50X3 1.00 0.066
----------------
TOTAL = 14.578

************ END OF DATA FROM INTERNAL STORAGE ************

278. START CONCRETE DESIGN

CONCRETE DESIGN
279. CODE INDIAN
280. END CONCRETE DESIGN
281. FINISH
STAAD SPACE -- PAGE NO. 29

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

**** DATE= JUL 10,2025 TIME= 17:55:45 ****

************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://www.bentley.com/en/support/ *
* *
* Details about additional assistance from *
* Bentley and Partners can be found at program menu *
* Help->Technical Support *
* *
* Copyright (c) Bentley Systems, Inc. *
* http://www.bentley.com *
************************************************************