Staad Output BW

Sunday, October 10, 2021, 04:30 PM
PAGE NO. 1
****************************************************
* *
* STAAD.Pro V8i SELECTseries6 *
* Version 20.07.11.33 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= OCT 10, 2021 *
* Time= 16:28:56 *
* *
* USER ID: ITS *
****************************************************
1. STAAD SPACE
INPUT FILE: E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0.. .STD
2. START JOB INFORMATION
3. ENGINEER DATE 09-SEP-21
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. SET NL 1000
7. UNIT METER KG
8. JOINT COORDINATES
9. 1 -0.15 0 0; 2 -0.15 0 0.75; 3 -0.15 0 1.5; 4 -0.15 0 2.25; 5 -0.15 0 3
10. 6 0 0 0; 7 0 0 0.75; 8 0 0 1.5; 9 0 0 2.25; 10 0 0 3; 11 0.5 0 0
11. 12 0.5 0 0.75; 13 0.5 0 1.5; 14 0.5 0 2.25; 15 0.5 0 3; 16 1 0 0; 17 1 0 0.75
12. 18 1 0 1.5; 19 1 0 2.25; 20 1 0 3; 21 1.5 0 0; 22 1.5 0 0.75; 23 1.5 0 1.5
13. 24 1.5 0 2.25; 25 1.5 0 3; 26 2 0 0; 27 2 0 0.75; 28 2 0 1.5; 29 2 0 2.25
14. 30 2 0 3; 31 2.15 0 0; 32 2.15 0 0.75; 33 2.15 0 1.5; 34 2.15 0 2.25
15. 35 2.15 0 3; 36 0 0.6 1.5; 37 1 0.6 1.5; 38 2 0.6 1.5
16. MEMBER INCIDENCES
17. 1 8 36; 2 18 37; 3 28 38
18. ELEMENT INCIDENCES SHELL
19. 4 1 6 7 2; 5 2 7 8 3; 6 3 8 9 4; 7 4 9 10 5; 8 6 11 12 7; 9 7 12 13 8
20. 10 8 13 14 9; 11 9 14 15 10; 12 11 16 17 12; 13 12 17 18 13; 14 13 18 19 14
21. 15 14 19 20 15; 16 16 21 22 17; 17 17 22 23 18; 18 18 23 24 19; 19 19 24 25 20
22. 20 21 26 27 22; 21 22 27 28 23; 22 23 28 29 24; 23 24 29 30 25; 24 26 31 32 27
23. 25 27 32 33 28; 26 28 33 34 29; 27 29 34 35 30
24. ELEMENT PROPERTY
25. 4 TO 27 THICKNESS 0.2
26. DEFINE MATERIAL START
27. ISOTROPIC STEEL
28. E 2.09042E+010
29. POISSON 0.3
30. DENSITY 7833.41
31. ALPHA 1.2E-005
32. DAMP 0.03
33. TYPE STEEL
34. STRENGTH FY 2.58192E+007 FU 4.1584E+007 RY 1.5 RT 1.2
35. ISOTROPIC CONCRETE
36. E 2.21467E+009
37. POISSON 0.17
38. DENSITY 2402.62
E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet Page

for BW
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Perme
STAAD SPACE -- PAGE NO. 2
39. ALPHA 1E-005

40. DAMP 0.05
41. TYPE CONCRETE
42. STRENGTH FCU 2.81228E+006
43. END DEFINE MATERIAL
44. MEMBER PROPERTY AMERICAN
45. 1 TO 3 PRIS YD 0.3 ZD 3
46. CONSTANTS
47. MATERIAL CONCRETE ALL
48. SUPPORTS
49. 4 TO 27 PLATE MAT DIRECT Y SUBGRADE 4.716E+006 PRINT COMPRESSION
JOINT INFLUENCE AREA

----- --------------
1 0.028125
2 0.056250
3 0.056250
4 0.056250
5 0.028125
6 0.121875
7 0.243750
8 0.243750
9 0.243750
10 0.121875
11 0.187500
12 0.375000
13 0.375000
14 0.375000
15 0.187500
16 0.187500
17 0.375000
18 0.375000
19 0.375000
20 0.187500
21 0.187500
22 0.375000
23 0.375000
24 0.375000
25 0.187500
26 0.121875
27 0.243750
28 0.243750
29 0.243750
30 0.121875
31 0.028125
32 0.056250
33 0.056250
34 0.056250
35 0.028125
TOTAL 6.900000
50. DEFINE REFERENCE LOADS
51. LOAD R1 LOADTYPE DEAD TITLE SELFWEIGHT SEISMIC
52. SELFWEIGHT Y -1
53. LOAD R2 LOADTYPE NONE TITLE EQUIPMENT
54. JOINT LOAD

for BW
2 of
RO 60
Perme
55. 37 FY -6315
56. 36 38 FY -3158
57. 37 FY -152.2
58. 36 38 FY -76.11
59. END DEFINE REFERENCE LOADS
60. DEFINE IBC 2003
61. SDS 0.77 SD1 0.317 S1 0.25 IE 1.5 RX 3 RZ 3 SCLASS 4 CT 0.047
62. REFERENCE LOAD Y
63. R1 1.0 R2 1.0
64. LOAD 23 VX+
65. IBC LOAD X 1
66. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 38 NUMBER OF MEMBERS 3

NUMBER OF PLATES 24 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 35
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 28/ 9/ 33 DOF

TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 123
TOTAL LOAD COMBINATION CASES = 0 SO FAR.
SIZE OF STIFFNESS MATRIX = 5 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.2/ 52295.0 MB
************************************************************
* IBC 2003 SEISMIC LOAD ALONG X : *
* CT = 0.019 Cu = 1.400 *
* TIME PERIODS : *
* Ta = 0.032 T = 0.055 Tuser = 0.000 *
* TIME PERIOD USED (T) = 0.045 *
* LOAD FACTOR = 1.000 *
* DESIGN BASE SHEAR = 1.000 X 0.385 X 20143.28 *
* = 7755.16 KG *
************************************************************
**START ITERATION NO. 2


for BW
3 of
RO 60
Perme
***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

PROBABLE CAUSE SINGULAR-ADDING WEAK SPRING
K-MATRIX DIAG= 3.4884950E+05 L-MATRIX DIAG= -4.2433385E-08 EQN NO 123
***NOTE - VERY WEAK SPRING ADDED FOR STABILITY
**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

DURING DECOMPOSITION. WHEN A DECOMPOSED DIAGONAL IS LESS THAN THE
BUILT-IN REDUCTION FACTOR TIMES THE ORIGINAL STIFFNESS MATRIX DIAGONAL,
STAAD PRINTS A SINGULARITY NOTICE. THE BUILT-IN REDUCTION FACTOR
IS 1.000E-09
THE ABOVE CONDITIONS COULD ALSO BE CAUSED BY VERY STIFF OR VERY WEAK
ELEMENTS AS WELL AS TRUE SINGULARITIES.


IS 1.000E-09
***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MX

K-MATRIX DIAG= 4.5431585E+05 L-MATRIX DIAG= 1.4144462E-07 EQN NO 122

IS 1.000E-09


for BW
4 of
RO 60
Perme


IS 1.000E-09


IS 1.000E-09

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = FY


IS 1.000E-09


for BW
5 of
RO 60
Perme

**NOTE-Tension/Compression converged after 10 iterations, Case= 23
67. CHANGE
68. LOAD 24 VX -
69. IBC LOAD X -1.
************************************************************
* IBC 2003 SEISMIC LOAD ALONG X : *
* CT = 0.019 Cu = 1.400 *
* TIME PERIODS : *
* Ta = 0.032 T = 0.055 Tuser = 0.000 *
* LOAD FACTOR = -1.000 *
* DESIGN BASE SHEAR = -1.000 X 0.385 X 20143.28 *
* = -7755.16 KG *
************************************************************



IS 1.000E-09

for BW
6 of
RO 60
Perme


IS 1.000E-09

K-MATRIX DIAG= 4.5431585E+05 L-MATRIX DIAG= 1.1915108E-07 EQN NO 122

IS 1.000E-09



IS 1.000E-09

for BW
7 of
RO 60
Perme


IS 1.000E-09



IS 1.000E-09


**WARNING-Tension/Compression did not converge after 10 iterations, Case= 24

** If results are not satisfactory then enter a
** SET ITERLIM i command (i>10) before loads to get more iterations.
71. CHANGE
72. LOAD 25 VZ+
73. IBC LOAD Z 1

for BW
8 of
RO 60
Perme
************************************************************
* IBC 2003 SEISMIC LOAD ALONG Z : *
* CT = 0.019 Cu = 1.400 *
* TIME PERIODS : *
* Ta = 0.032 T = 0.049 Tuser = 0.000 *
* LOAD FACTOR = 1.000 *
* DESIGN BASE SHEAR = 1.000 X 0.385 X 20143.28 *
* = 7755.16 KG *
************************************************************



IS 1.000E-09


for BW
9 of
RO 60
Perme

IS 1.000E-09


IS 1.000E-09



IS 1.000E-09

E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet

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IS 1.000E-09



IS 1.000E-09



IS 1.000E-09


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75. CHANGE
76. LOAD 26 VZ -
77. IBC LOAD Z -1.
************************************************************
* IBC 2003 SEISMIC LOAD ALONG Z : *
* CT = 0.019 Cu = 1.400 *
* TIME PERIODS : *
* Ta = 0.032 T = 0.049 Tuser = 0.000 *
* LOAD FACTOR = -1.000 *
* DESIGN BASE SHEAR = -1.000 X 0.385 X 20143.28 *
* = -7755.16 KG *
************************************************************



IS 1.000E-09

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for 12
BW of
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Perme


IS 1.000E-09


IS 1.000E-09



IS 1.000E-09

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Perme


IS 1.000E-09



IS 1.000E-09


**WARNING-Tension/Compression did not converge after 10 iterations, Case= 26

** If results are not satisfactory then enter a
** SET ITERLIM i command (i>10) before loads to get more iterations.
79. CHANGE
80. ***********************************************************
81. LOAD 27 LOADTYPE NONE TITLE VEX+

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Perme
82. LOAD 28 LOADTYPE NONE TITLE VEX -

83. LOAD 29 LOADTYPE NONE TITLE VEZ+
84. LOAD 30 LOADTYPE NONE TITLE VEZ -
85. ***********************************************************
86. *
87. * DEAD LOAD
88. ***********************************************************
89. LOAD 1 LOADTYPE NONE TITLE D
90. SELFWEIGHT Y -1
91. LOAD 2 LOADTYPE NONE TITLE L
92. LOAD 3 LOADTYPE NONE TITLE LR
93. LOAD 4 LOADTYPE NONE TITLE E(E)
94. REFERENCE LOAD
95. R2 1.0
96. LOAD 5 LOADTYPE NONE TITLE E(O)
97. REFERENCE LOAD
98. R2 1.0
99. LOAD 6 LOADTYPE NONE TITLE E(T)
100. REFERENCE LOAD
101. R2 1.0
102. LOAD 7 LOADTYPE NONE TITLE P(E)
103. LOAD 8 LOADTYPE NONE TITLE P(O)
104. LOAD 9 LOADTYPE NONE TITLE P(T)
105. LOAD 10 LOADTYPE NONE TITLE TF
106. LOAD 11 LOADTYPE NONE TITLE TA
107. LOAD 13 LOADTYPE NONE TITLE I1
111. LOAD 17 LOADTYPE NONE TITLE SP
112. LOAD 18 LOADTYPE NONE TITLE WT
113. LOAD 19 LOADTYPE NONE TITLE WX+
114. LOAD 20 LOADTYPE NONE TITLE WX -
115. LOAD 21 LOADTYPE NONE TITLE WZ+
116. LOAD 22 LOADTYPE NONE TITLE WZ -
117. ************************************************************
118. * LOAD COMBINATION
119. ************************************************************
120. ************************************************************
121. *SUPPORT REACTION STABILITY*
122. ******************************
123. *=========*
124. * EMPTY *
125. *=========*
126. LOAD 101 1D+1E(E)+1P(E)
127. REPEAT LOAD
128. 1 1.0 4 1.0 7 1.0
129. LOAD 102 1D+1L+1E(E)+1P(E)
130. REPEAT LOAD
131. 1 1.0 2 1.0 4 1.0 7 1.0
132. LOAD 103 1D+1LR+1E(E)+1P(E)
133. REPEAT LOAD
134. 1 1.0 3 1.0 4 1.0 7 1.0
135. LOAD 104 1D+0.75L+0.75LR+1E(E)+1P(E)
136. REPEAT LOAD
137. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0

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Perme
138. LOAD 105 1D+1E(E)+1P(E)+1WX+

139. REPEAT LOAD
140. 1 1.0 4 1.0 7 1.0 19 1.0
141. LOAD 106 1D+1E(E)+1P(E)+1WX -
142. REPEAT LOAD
143. 1 1.0 4 1.0 7 1.0 20 1.0
144. LOAD 107 1D+1E(E)+1P(E)+1WZ+
145. REPEAT LOAD
146. 1 1.0 4 1.0 7 1.0 21 1.0
147. LOAD 108 1D+1E(E)+1P(E)+1WZ -
148. REPEAT LOAD
149. 1 1.0 4 1.0 7 1.0 22 1.0
150. LOAD 109 1.13D+1.13E(E)+1.13P(E)+0.7VX++0.21VZ++0.7VEX++0.21VEZ+
151. REPEAT LOAD
152. 1 1.13 4 1.13 7 1.13 23 0.7 25 0.21 27 0.7 29 0.21
153. LOAD 110 1.13D+1.13E(E)+1.13P(E)+0.7VX++0.21VZ-+0.7VEX++0.21VEZ -
154. REPEAT LOAD
155. 1 1.13 4 1.13 7 1.13 23 0.7 26 0.21 27 0.7 30 0.21
156. LOAD 111 1.13D+1.13E(E)+1.13P(E)+0.7VX-+0.21VZ++0.7VEX-+0.21VEZ+
157. REPEAT LOAD
158. 1 1.13 4 1.13 7 1.13 24 0.7 25 0.21 28 0.7 29 0.21
159. LOAD 112 1.13D+1.13E(E)+1.13P(E)+0.7VX-+0.21VZ-+0.7VEX-+0.21VEZ -
160. REPEAT LOAD
161. 1 1.13 4 1.13 7 1.13 24 0.7 26 0.21 28 0.7 30 0.21
163. REPEAT LOAD
164. 1 1.13 4 1.13 7 1.13 23 0.21 25 0.7 27 0.21 29 0.7
166. REPEAT LOAD
167. 1 1.13 4 1.13 7 1.13 24 0.21 25 0.7 28 0.21 29 0.7
169. REPEAT LOAD
170. 1 1.13 4 1.13 7 1.13 23 0.21 26 0.7 27 0.21 30 0.7
172. REPEAT LOAD
173. 1 1.13 4 1.13 7 1.13 24 0.21 26 0.7 28 0.21 30 0.7
174. LOAD 117 1D+0.75L+0.75LR+1E(E)+1P(E)+0.75WX+
175. REPEAT LOAD
176. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 19 0.75
177. LOAD 118 1D+0.75L+0.75LR+1E(E)+1P(E)+0.75WX -
178. REPEAT LOAD
179. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 20 0.75
180. LOAD 119 1D+0.75L+0.75LR+1E(E)+1P(E)+0.75WZ+
181. REPEAT LOAD
182. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 21 0.75
183. LOAD 120 1D+0.75L+0.75LR+1E(E)+1P(E)+0.75WZ -
184. REPEAT LOAD
185. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 22 0.75
186. LOAD 121 1.09D+0.75L+0.75LR+1.09E(E)+1.09P(E)+0.53VX++0.16VZ++0.53VEX++0.16VEZ+
187. REPEAT LOAD
188. 1 1.09 2 0.75 3 0.75 4 1.09 7 1.09 23 0.53 25 0.16 27 0.53 29 0.16
WARNING- Load Command line is too long and will be truncated.
189. LOAD 122 1.09D+0.75L+0.75LR+1.09E(E)+1.09P(E)+0.53VX++0.16VZ-+0.53VEX++0.16VEZ
190. REPEAT LOAD
191. 1 1.09 2 0.75 3 0.75 4 1.09 7 1.09 23 0.53 26 0.16 27 0.53 30 0.16
192. LOAD 123 1.09D+0.75L+0.75LR+1.09E(E)+1.09P(E)+0.53VX-+0.16VZ++0.53VEX-+0.16VEZ+

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Perme
193. REPEAT LOAD

194. 1 1.09 2 0.75 3 0.75 4 1.09 7 1.09 24 0.53 25 0.16 28 0.53 29 0.16
195. LOAD 124 1.09D+0.75L+0.75LR+1.09E(E)+1.09P(E)+0.53VX-+0.16VZ-+0.53VEX-+0.16VEZ
196. REPEAT LOAD
197. 1 1.09 2 0.75 3 0.75 4 1.09 7 1.09 24 0.53 26 0.16 28 0.53 30 0.16
198. LOAD 125 1.09D+0.75L+0.75LR+1.09E(E)+1.09P(E)+0.16VX++0.53VZ++0.16VEX++0.53VEZ+
199. REPEAT LOAD
200. 1 1.09 2 0.75 3 0.75 4 1.09 7 1.09 23 0.16 25 0.53 27 0.16 29 0.53
201. LOAD 126 1.09D+0.75L+0.75LR+1.09E(E)+1.09P(E)+0.16VX-+0.53VZ++0.16VEX-+0.53VEZ+
202. REPEAT LOAD
203. 1 1.09 2 0.75 3 0.75 4 1.09 7 1.09 24 0.16 25 0.53 28 0.16 29 0.53
204. LOAD 127 1.09D+0.75L+0.75LR+1.09E(E)+1.09P(E)+0.16VX++0.53VZ-+0.16VEX++0.53VEZ
205. REPEAT LOAD
206. 1 1.09 2 0.75 3 0.75 4 1.09 7 1.09 23 0.16 26 0.53 27 0.16 30 0.53
207. LOAD 128 1.09D+0.75L+0.75LR+1.09E(E)+1.09P(E)+0.16VX-+0.53VZ-+0.16VEX-+0.53VEZ
208. REPEAT LOAD
209. 1 1.09 2 0.75 3 0.75 4 1.09 7 1.09 24 0.16 26 0.53 28 0.16 30 0.53
210. LOAD 129 0.6D+0.6E(E)+0.6P(E)+1WX+
211. REPEAT LOAD
212. 1 0.6 4 0.6 7 0.6 19 1.0
213. LOAD 130 0.6D+0.6E(E)+0.6P(E)+1WX -
214. REPEAT LOAD
215. 1 0.6 4 0.6 7 0.6 20 1.0
216. LOAD 131 0.6D+0.6E(E)+0.6P(E)+1WZ+
217. REPEAT LOAD
218. 1 0.6 4 0.6 7 0.6 21 1.0
219. LOAD 132 0.6D+0.6E(E)+0.6P(E)+1WZ -
220. REPEAT LOAD
221. 1 0.6 4 0.6 7 0.6 22 1.0
223. REPEAT LOAD
224. 1 0.47 4 0.47 7 0.47 23 0.7 25 0.21 27 0.7 29 0.21
226. REPEAT LOAD
227. 1 0.47 4 0.47 7 0.47 23 0.7 26 0.21 27 0.7 30 0.21
229. REPEAT LOAD
230. 1 0.47 4 0.47 7 0.47 24 0.7 25 0.21 28 0.7 29 0.21
232. REPEAT LOAD
233. 1 0.47 4 0.47 7 0.47 24 0.7 26 0.21 28 0.7 30 0.21
235. REPEAT LOAD
236. 1 0.47 4 0.47 7 0.47 23 0.21 25 0.7 27 0.21 29 0.7
238. REPEAT LOAD
239. 1 0.47 4 0.47 7 0.47 24 0.21 25 0.7 28 0.21 29 0.7
241. REPEAT LOAD
242. 1 0.47 4 0.47 7 0.47 23 0.21 26 0.7 27 0.21 30 0.7
244. REPEAT LOAD
245. 1 0.47 4 0.47 7 0.47 24 0.21 26 0.7 28 0.21 30 0.7

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Perme
246. *===========*
247. * OPERATION *
248. *===========*
249. LOAD 141 1D+1E(O)+1P(O)+1TF+1TA
250. REPEAT LOAD
251. 1 1.0 5 1.0 8 1.0 10 1.0 11 1.0
252. LOAD 142 1D+1L+1E(O)+1P(O)+1TF+1TA+1I1+1SP
253. REPEAT LOAD
254. 1 1.0 2 1.0 5 1.0 8 1.0 10 1.0 11 1.0 13 1.0 17 1.0
256. REPEAT LOAD
257. 1 1.0 2 1.0 5 1.0 8 1.0 10 1.0 11 1.0 14 1.0 17 1.0
259. REPEAT LOAD
260. 1 1.0 2 1.0 5 1.0 8 1.0 10 1.0 11 1.0 15 1.0 17 1.0
262. REPEAT LOAD
263. 1 1.0 2 1.0 5 1.0 8 1.0 10 1.0 11 1.0 16 1.0 17 1.0
264. LOAD 146 1D+1LR+1E(O)+1P(O)+1TF+1TA+1I1+1SP
265. REPEAT LOAD
266. 1 1.0 3 1.0 5 1.0 8 1.0 10 1.0 11 1.0 13 1.0 17 1.0
268. REPEAT LOAD
269. 1 1.0 3 1.0 5 1.0 8 1.0 10 1.0 11 1.0 14 1.0 17 1.0
271. REPEAT LOAD
272. 1 1.0 3 1.0 5 1.0 8 1.0 10 1.0 11 1.0 15 1.0 17 1.0
274. REPEAT LOAD
275. 1 1.0 3 1.0 5 1.0 8 1.0 10 1.0 11 1.0 16 1.0 17 1.0
276. LOAD 150 1D+0.75L+0.75LR+1E(O)+1P(O)+1TF+1TA+0.75I1+1SP
277. REPEAT LOAD
278. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 13 0.75 17 1.0
280. REPEAT LOAD
281. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 14 0.75 17 1.0
283. REPEAT LOAD
284. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 15 0.75 17 1.0
286. REPEAT LOAD
287. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 16 0.75 17 1.0
288. LOAD 154 1D+1E(O)+1P(O)+1TF+1TA+1SP+1WX+
289. REPEAT LOAD
290. 1 1.0 5 1.0 8 1.0 10 1.0 11 1.0 17 1.0 19 1.0
291. LOAD 155 1D+1E(O)+1P(O)+1TF+1TA+1SP+1WX -
292. REPEAT LOAD
293. 1 1.0 5 1.0 8 1.0 10 1.0 11 1.0 17 1.0 20 1.0
294. LOAD 156 1D+1E(O)+1P(O)+1TF+1TA+1SP+1WZ+
295. REPEAT LOAD
296. 1 1.0 5 1.0 8 1.0 10 1.0 11 1.0 17 1.0 21 1.0
297. LOAD 157 1D+1E(O)+1P(O)+1TF+1TA+1SP+1WZ -
298. REPEAT LOAD
299. 1 1.0 5 1.0 8 1.0 10 1.0 11 1.0 17 1.0 22 1.0
300. LOAD 158 1.13D+1.13E(O)+1.13P(O)+1TF+1TA+1SP+0.7VX++0.21VZ++0.7VEX++0.21VEZ+
301. REPEAT LOAD

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Perme
302. 1 1.13 5 1.13 8 1.13 10 1.0 11 1.0 17 1.0 23 0.7 25 0.21 27 0.7 29 0.21
303. LOAD 159 1.13D+1.13E(O)+1.13P(O)+1TF+1TA+1SP+0.7VX++0.21VZ-+0.7VEX++0.21VEZ -
304. REPEAT LOAD
305. 1 1.13 5 1.13 8 1.13 10 1.0 11 1.0 17 1.0 23 0.7 26 0.21 27 0.7 30 0.21
306. LOAD 160 1.13D+1.13E(O)+1.13P(O)+1TF+1TA+1SP+0.7VX-+0.21VZ++0.7VEX-+0.21VEZ+
307. REPEAT LOAD
308. 1 1.13 5 1.13 8 1.13 10 1.0 11 1.0 17 1.0 24 0.7 25 0.21 28 0.7 29 0.21
309. LOAD 161 1.13D+1.13E(O)+1.13P(O)+1TF+1TA+1SP+0.7VX-+0.21VZ-+0.7VEX-+0.21VEZ -
310. REPEAT LOAD
311. 1 1.13 5 1.13 8 1.13 10 1.0 11 1.0 17 1.0 24 0.7 26 0.21 28 0.7 30 0.21
312. LOAD 162 1.13D+1.13E(O)+1.13P(O)+1TF+1TA+1SP+0.21VX++0.7VZ++0.21VEX++0.7VEZ+
313. REPEAT LOAD
314. 1 1.13 5 1.13 8 1.13 10 1.0 11 1.0 17 1.0 23 0.21 25 0.7 27 0.21 29 0.7
315. LOAD 163 1.13D+1.13E(O)+1.13P(O)+1TF+1TA+1SP+0.21VX-+0.7VZ++0.21VEX-+0.7VEZ+
316. REPEAT LOAD
317. 1 1.13 5 1.13 8 1.13 10 1.0 11 1.0 17 1.0 24 0.21 25 0.7 28 0.21 29 0.7
318. LOAD 164 1.13D+1.13E(O)+1.13P(O)+1TF+1TA+1SP+0.21VX++0.7VZ-+0.21VEX++0.7VEZ -
319. REPEAT LOAD
320. 1 1.13 5 1.13 8 1.13 10 1.0 11 1.0 17 1.0 23 0.21 26 0.7 27 0.21 30 0.7
321. LOAD 165 1.13D+1.13E(O)+1.13P(O)+1TF+1TA+1SP+0.21VX-+0.7VZ-+0.21VEX-+0.7VEZ -
322. REPEAT LOAD
323. 1 1.13 5 1.13 8 1.13 10 1.0 11 1.0 17 1.0 24 0.21 26 0.7 28 0.21 30 0.7
324. LOAD 166 1D+0.75L+0.75LR+1E(O)+1P(O)+1TF+1TA+0.75I1+1SP+0.75WX+
325. REPEAT LOAD
326. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 13 0.75 17 1.0 19 0.75
327. LOAD 167 1D+0.75L+0.75LR+1E(O)+1P(O)+1TF+1TA+0.75I1+1SP+0.75WX -
328. REPEAT LOAD
329. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 13 0.75 17 1.0 20 0.75
330. LOAD 168 1D+0.75L+0.75LR+1E(O)+1P(O)+1TF+1TA+0.75I1+1SP+0.75WZ+
331. REPEAT LOAD
332. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 13 0.75 17 1.0 21 0.75
333. LOAD 169 1D+0.75L+0.75LR+1E(O)+1P(O)+1TF+1TA+0.75I1+1SP+0.75WZ -
334. REPEAT LOAD
335. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 13 0.75 17 1.0 22 0.75
337. REPEAT LOAD
338. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 14 0.75 17 1.0 19 0.75
340. REPEAT LOAD
341. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 14 0.75 17 1.0 20 0.75
343. REPEAT LOAD
344. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 14 0.75 17 1.0 21 0.75
346. REPEAT LOAD
347. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 14 0.75 17 1.0 22 0.75
349. REPEAT LOAD
350. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 15 0.75 17 1.0 19 0.75
352. REPEAT LOAD
353. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 15 0.75 17 1.0 20 0.75
355. REPEAT LOAD
356. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 15 0.75 17 1.0 21 0.75

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Perme
358. REPEAT LOAD

359. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 15 0.75 17 1.0 22 0.75
361. REPEAT LOAD
362. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 16 0.75 17 1.0 19 0.75
364. REPEAT LOAD
365. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 16 0.75 17 1.0 20 0.75
367. REPEAT LOAD
368. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 16 0.75 17 1.0 21 0.75
370. REPEAT LOAD
371. 1 1.0 2 0.75 3 0.75 5 1.0 8 1.0 10 1.0 11 1.0 16 0.75 17 1.0 22 0.75
372. LOAD 182 1.09D+0.75L+0.75LR+1.09E(O)+1.09P(O)+1TF+1TA+1SP+0.53VX++0.16VZ++0.53V
373. REPEAT LOAD
374. 1 1.09 2 0.75 3 0.75 5 1.09 8 1.09 10 1.0 11 1.0 17 1.0 23 0.53 25 0.16 -
375. 27 0.53 29 0.16
376. LOAD 183 1.09D+0.75L+0.75LR+1.09E(O)+1.09P(O)+1TF+1TA+1SP+0.53VX++0.16VZ-+0.53V
377. REPEAT LOAD
378. 1 1.09 2 0.75 3 0.75 5 1.09 8 1.09 10 1.0 11 1.0 17 1.0 23 0.53 26 0.16 -
379. 27 0.53 30 0.16
380. LOAD 184 1.09D+0.75L+0.75LR+1.09E(O)+1.09P(O)+1TF+1TA+1SP+0.53VX-+0.16VZ++0.53V
381. REPEAT LOAD
382. 1 1.09 2 0.75 3 0.75 5 1.09 8 1.09 10 1.0 11 1.0 17 1.0 24 0.53 25 0.16 -
383. 28 0.53 29 0.16
384. LOAD 185 1.09D+0.75L+0.75LR+1.09E(O)+1.09P(O)+1TF+1TA+1SP+0.53VX-+0.16VZ-+0.53V
385. REPEAT LOAD
386. 1 1.09 2 0.75 3 0.75 5 1.09 8 1.09 10 1.0 11 1.0 17 1.0 24 0.53 26 0.16 -
387. 28 0.53 30 0.16
388. LOAD 186 1.09D+0.75L+0.75LR+1.09E(O)+1.09P(O)+1TF+1TA+1SP+0.16VX++0.53VZ++0.16V
389. REPEAT LOAD
390. 1 1.09 2 0.75 3 0.75 5 1.09 8 1.09 10 1.0 11 1.0 17 1.0 23 0.16 25 0.53 -
391. 27 0.16 29 0.53
392. LOAD 187 1.09D+0.75L+0.75LR+1.09E(O)+1.09P(O)+1TF+1TA+1SP+0.16VX-+0.53VZ++0.16V
393. REPEAT LOAD
394. 1 1.09 2 0.75 3 0.75 5 1.09 8 1.09 10 1.0 11 1.0 17 1.0 24 0.16 25 0.53 -
395. 28 0.16 29 0.53
396. LOAD 188 1.09D+0.75L+0.75LR+1.09E(O)+1.09P(O)+1TF+1TA+1SP+0.16VX++0.53VZ-+0.16V
397. REPEAT LOAD
398. 1 1.09 2 0.75 3 0.75 5 1.09 8 1.09 10 1.0 11 1.0 17 1.0 23 0.16 26 0.53 -
399. 27 0.16 30 0.53
400. LOAD 189 1.09D+0.75L+0.75LR+1.09E(O)+1.09P(O)+1TF+1TA+1SP+0.16VX-+0.53VZ-+0.16V
401. REPEAT LOAD
402. 1 1.09 2 0.75 3 0.75 5 1.09 8 1.09 10 1.0 11 1.0 17 1.0 24 0.16 26 0.53 -
403. 28 0.16 30 0.53
404. LOAD 190 0.6D+0.6E(O)+0.6P(O)+0.6TF+0.6TA+1SP+1WX+
405. REPEAT LOAD

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BW of
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Perme
406. 1 0.6 5 0.6 8 0.6 10 0.6 11 0.6 17 1.0 19 1.0

407. LOAD 191 0.6D+0.6E(O)+0.6P(O)+0.6TF+0.6TA+1SP+1WX -
408. REPEAT LOAD
409. 1 0.6 5 0.6 8 0.6 10 0.6 11 0.6 17 1.0 20 1.0
410. LOAD 192 0.6D+0.6E(O)+0.6P(O)+0.6TF+0.6TA+1SP+1WZ+
411. REPEAT LOAD
412. 1 0.6 5 0.6 8 0.6 10 0.6 11 0.6 17 1.0 21 1.0
413. LOAD 193 0.6D+0.6E(O)+0.6P(O)+0.6TF+0.6TA+1SP+1WZ -
414. REPEAT LOAD
415. 1 0.6 5 0.6 8 0.6 10 0.6 11 0.6 17 1.0 22 1.0
416. LOAD 194 0.47D+0.47E(O)+0.47P(O)+0.6TF+0.6TA+1SP+0.7VX++0.21VZ++0.7VEX++0.21VEZ
417. REPEAT LOAD
418. 1 0.47 5 0.47 8 0.47 10 0.6 11 0.6 17 1.0 23 0.7 25 0.21 27 0.7 29 0.21
419. LOAD 195 0.47D+0.47E(O)+0.47P(O)+0.6TF+0.6TA+1SP+0.7VX++0.21VZ-+0.7VEX++0.21VEZ
420. REPEAT LOAD
421. 1 0.47 5 0.47 8 0.47 10 0.6 11 0.6 17 1.0 23 0.7 26 0.21 27 0.7 30 0.21
422. LOAD 196 0.47D+0.47E(O)+0.47P(O)+0.6TF+0.6TA+1SP+0.7VX-+0.21VZ++0.7VEX-+0.21VEZ
423. REPEAT LOAD
424. 1 0.47 5 0.47 8 0.47 10 0.6 11 0.6 17 1.0 24 0.7 25 0.21 28 0.7 29 0.21
425. LOAD 197 0.47D+0.47E(O)+0.47P(O)+0.6TF+0.6TA+1SP+0.7VX-+0.21VZ-+0.7VEX-+0.21VEZ
426. REPEAT LOAD
427. 1 0.47 5 0.47 8 0.47 10 0.6 11 0.6 17 1.0 24 0.7 26 0.21 28 0.7 30 0.21
428. LOAD 198 0.47D+0.47E(O)+0.47P(O)+0.6TF+0.6TA+1SP+0.21VX++0.7VZ++0.21VEX++0.7VEZ
429. REPEAT LOAD
430. 1 0.47 5 0.47 8 0.47 10 0.6 11 0.6 17 1.0 23 0.21 25 0.7 27 0.21 29 0.7
431. LOAD 199 0.47D+0.47E(O)+0.47P(O)+0.6TF+0.6TA+1SP+0.21VX-+0.7VZ++0.21VEX-+0.7VEZ
432. REPEAT LOAD
433. 1 0.47 5 0.47 8 0.47 10 0.6 11 0.6 17 1.0 24 0.21 25 0.7 28 0.21 29 0.7
434. LOAD 200 0.47D+0.47E(O)+0.47P(O)+0.6TF+0.6TA+1SP+0.21VX++0.7VZ-+0.21VEX++0.7VEZ
435. REPEAT LOAD
436. 1 0.47 5 0.47 8 0.47 10 0.6 11 0.6 17 1.0 23 0.21 26 0.7 27 0.21 30 0.7
437. LOAD 201 0.47D+0.47E(O)+0.47P(O)+0.6TF+0.6TA+1SP+0.21VX-+0.7VZ-+0.21VEX-+0.7VEZ
438. REPEAT LOAD
439. 1 0.47 5 0.47 8 0.47 10 0.6 11 0.6 17 1.0 24 0.21 26 0.7 28 0.21 30 0.7
440. LOAD 202 1D+1E(T)+1P(T)+1WT
441. REPEAT LOAD
442. 1 1.0 6 1.0 9 1.0 18 1.0
443. *===========*
444. * TEST *
445. *===========*
446. LOAD 203 1D+1L+1E(T)+1P(T)+1WT
447. REPEAT LOAD
448. 1 1.0 2 1.0 6 1.0 9 1.0 18 1.0
449. LOAD 204 1D+1LR+1E(T)+1P(T)+1WT
450. REPEAT LOAD
451. 1 1.0 3 1.0 6 1.0 9 1.0 18 1.0
452. LOAD 205 1D+0.75L+0.75LR+1E(T)+1P(T)+1WT
453. REPEAT LOAD

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BW of
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Perme
454. 1 1.0 2 0.75 3 0.75 6 1.0 9 1.0 18 1.0

455. LOAD 206 1D+1E(T)+1P(T)+1WT+1WX+
456. REPEAT LOAD
457. 1 1.0 6 1.0 9 1.0 18 1.0 19 1.0
458. LOAD 207 1D+1E(T)+1P(T)+1WT+1WX -
459. REPEAT LOAD
460. 1 1.0 6 1.0 9 1.0 18 1.0 20 1.0
461. LOAD 208 1D+1E(T)+1P(T)+1WT+1WZ+
462. REPEAT LOAD
463. 1 1.0 6 1.0 9 1.0 18 1.0 21 1.0
464. LOAD 209 1D+1E(T)+1P(T)+1WT+1WZ -
465. REPEAT LOAD
466. 1 1.0 6 1.0 9 1.0 18 1.0 22 1.0
467. LOAD 210 1D+0.75L+0.75LR+1E(T)+1P(T)+1WT+0.75WX+
468. REPEAT LOAD
469. 1 1.0 2 0.75 3 0.75 6 1.0 9 1.0 18 1.0 19 0.75
470. LOAD 211 1D+0.75L+0.75LR+1E(T)+1P(T)+1WT+0.75WX -
471. REPEAT LOAD
472. 1 1.0 2 0.75 3 0.75 6 1.0 9 1.0 18 1.0 20 0.75
473. LOAD 212 1D+0.75L+0.75LR+1E(T)+1P(T)+1WT+0.75WZ+
474. REPEAT LOAD
475. 1 1.0 2 0.75 3 0.75 6 1.0 9 1.0 18 1.0 21 0.75
476. LOAD 213 1D+0.75L+0.75LR+1E(T)+1P(T)+1WT+0.75WZ -
477. REPEAT LOAD
478. 1 1.0 2 0.75 3 0.75 6 1.0 9 1.0 18 1.0 22 0.75
479. LOAD 214 0.6D+0.6E(T)+0.6P(T)+0.6WT+1WX+
480. REPEAT LOAD
481. 1 0.6 6 0.6 9 0.6 18 0.6 19 1.0
482. LOAD 215 0.6D+0.6E(T)+0.6P(T)+0.6WT+1WX -
483. REPEAT LOAD
484. 1 0.6 6 0.6 9 0.6 18 0.6 20 1.0
485. LOAD 216 0.6D+0.6E(T)+0.6P(T)+0.6WT+1WZ+
486. REPEAT LOAD
487. 1 0.6 6 0.6 9 0.6 18 0.6 21 1.0
488. LOAD 217 0.6D+0.6E(T)+0.6P(T)+0.6WT+1WZ -
489. REPEAT LOAD
490. 1 0.6 6 0.6 9 0.6 18 0.6 22 1.0
491. *=====================*
492. * CONSTRUCTION LOAD *
493. *=====================*
494. LOAD 218 1D+1E(E)+1P(E)+1SP
495. REPEAT LOAD
496. 1 1.0 4 1.0 7 1.0 17 1.0
497. LOAD 219 1D+1L+1E(E)+1P(E)+1B+1I1+1SP
498. REPEAT LOAD
499. 1 1.0 2 1.0 4 1.0 7 1.0 13 1.0 17 1.0
500. LOAD 220 1D+1L+1E(E)+1P(E)+1B+1I2+1SP
501. REPEAT LOAD
502. 1 1.0 2 1.0 4 1.0 7 1.0 14 1.0 17 1.0
503. LOAD 221 1D+1L+1E(E)+1P(E)+1B+1I3+1SP
504. REPEAT LOAD
505. 1 1.0 2 1.0 4 1.0 7 1.0 15 1.0 17 1.0
506. LOAD 222 1D+1L+1E(E)+1P(E)+1B+1I4+1SP
507. REPEAT LOAD
508. 1 1.0 2 1.0 4 1.0 7 1.0 16 1.0 17 1.0
509. LOAD 223 1D+1LR+1E(E)+1P(E)+1SP

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BW of
RO 60
Perme
510. REPEAT LOAD

511. 1 1.0 3 1.0 4 1.0 7 1.0 17 1.0
512. LOAD 224 1D+0.75L+0.75LR+1E(E)+1P(E)+0.8B+0.8I1+1SP
513. REPEAT LOAD
514. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 13 0.8 17 1.0
516. REPEAT LOAD
517. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 14 0.8 17 1.0
519. REPEAT LOAD
520. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 15 0.8 17 1.0
522. REPEAT LOAD
523. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 16 0.8 17 1.0
524. LOAD 228 1D+1E(E)+1P(E)+1SP+1WX+
525. REPEAT LOAD
526. 1 1.0 4 1.0 7 1.0 17 1.0 19 1.0
527. LOAD 229 1D+1E(E)+1P(E)+1SP+1WX -
528. REPEAT LOAD
529. 1 1.0 4 1.0 7 1.0 17 1.0 20 1.0
530. LOAD 230 1D+1E(E)+1P(E)+1SP+1WZ+
531. REPEAT LOAD
532. 1 1.0 4 1.0 7 1.0 17 1.0 21 1.0
533. LOAD 231 1D+1E(E)+1P(E)+1SP+1WZ -
534. REPEAT LOAD
535. 1 1.0 4 1.0 7 1.0 17 1.0 22 1.0
536. LOAD 232 1D+0.75L+0.75LR+1E(E)+1P(E)+0.8B+0.8I1+1SP+0.75WX+
537. REPEAT LOAD
538. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 13 0.8 17 1.0 19 0.75
539. LOAD 233 1D+0.75L+0.75LR+1E(E)+1P(E)+0.8B+0.8I1+1SP+0.75WX -
540. REPEAT LOAD
541. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 13 0.8 17 1.0 20 0.75
542. LOAD 234 1D+0.75L+0.75LR+1E(E)+1P(E)+0.8B+0.8I1+1SP+0.75WZ+
543. REPEAT LOAD
544. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 13 0.8 17 1.0 21 0.75
545. LOAD 235 1D+0.75L+0.75LR+1E(E)+1P(E)+0.8B+0.8I1+1SP+0.75WZ -
546. REPEAT LOAD
547. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 13 0.8 17 1.0 22 0.75
549. REPEAT LOAD
550. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 14 0.8 17 1.0 19 0.75
552. REPEAT LOAD
553. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 14 0.8 17 1.0 20 0.75
555. REPEAT LOAD
556. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 14 0.8 17 1.0 21 0.75
558. REPEAT LOAD
559. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 14 0.8 17 1.0 22 0.75
561. REPEAT LOAD
562. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 15 0.8 17 1.0 19 0.75
564. REPEAT LOAD
565. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 15 0.8 17 1.0 20 0.75

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BW of
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Perme

567. REPEAT LOAD
568. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 15 0.8 17 1.0 21 0.75
570. REPEAT LOAD
571. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 15 0.8 17 1.0 22 0.75
573. REPEAT LOAD
574. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 16 0.8 17 1.0 19 0.75
576. REPEAT LOAD
577. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 16 0.8 17 1.0 20 0.75
579. REPEAT LOAD
580. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 16 0.8 17 1.0 21 0.75
582. REPEAT LOAD
583. 1 1.0 2 0.75 3 0.75 4 1.0 7 1.0 16 0.8 17 1.0 22 0.75
584. LOAD 248 0.6D+0.6E(E)+0.6P(E)+1SP+1WX+
585. REPEAT LOAD
586. 1 0.6 4 0.6 7 0.6 17 1.0 19 1.0
587. LOAD 249 0.6D+0.6E(E)+0.6P(E)+1SP+1WX -
588. REPEAT LOAD
589. 1 0.6 4 0.6 7 0.6 17 1.0 20 1.0
590. LOAD 250 0.6D+0.6E(E)+0.6P(E)+1SP+1WZ+
591. REPEAT LOAD
592. 1 0.6 4 0.6 7 0.6 17 1.0 21 1.0
593. LOAD 251 0.6D+0.6E(E)+0.6P(E)+1SP+1WZ -
594. REPEAT LOAD
595. 1 0.6 4 0.6 7 0.6 17 1.0 22 1.0
596. *************************************************************
597. **********************************
598. *LOAD COMB CONCRETE REINFORCEMENT*
599. **********************************
600. *=========*
601. * EMPTY *
602. *=========*
603. LOAD 501 1.4D+1.4E(E)+1.4P(E)
604. REPEAT LOAD
605. 1 1.4 4 1.4 7 1.4
606. LOAD 502 1.2D+1.6L+0.5LR+1.2E(E)+1.2P(E)
607. REPEAT LOAD
608. 1 1.2 2 1.6 3 0.5 4 1.2 7 1.2
609. LOAD 503 1.2D+1L+1.6LR+1.2E(E)+1.2P(E)
610. REPEAT LOAD
611. 1 1.2 2 1.0 3 1.6 4 1.2 7 1.2
612. LOAD 504 1.2D+1.6LR+1.2E(E)+1.2P(E)+0.8WX+
613. REPEAT LOAD
614. 1 1.2 3 1.6 4 1.2 7 1.2 19 0.8
615. LOAD 505 1.2D+1.6LR+1.2E(E)+1.2P(E)+0.8WX -
616. REPEAT LOAD
617. 1 1.2 3 1.6 4 1.2 7 1.2 20 0.8
618. LOAD 506 1.2D+1.6LR+1.2E(E)+1.2P(E)+0.8WZ+
619. REPEAT LOAD
620. 1 1.2 3 1.6 4 1.2 7 1.2 21 0.8
621. LOAD 507 1.2D+1.6LR+1.2E(E)+1.2P(E)+0.8WZ -

Page
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BW of
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Perme
622. REPEAT LOAD

623. 1 1.2 3 1.6 4 1.2 7 1.2 22 0.8
624. LOAD 508 1.2D+1L+0.5LR+1.2E(E)+1.2P(E)+1.6WX+
625. REPEAT LOAD
626. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 19 1.6
627. LOAD 509 1.2D+1L+0.5LR+1.2E(E)+1.2P(E)+1.6WX -
628. REPEAT LOAD
629. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 20 1.6
630. LOAD 510 1.2D+1L+0.5LR+1.2E(E)+1.2P(E)+1.6WZ+
631. REPEAT LOAD
632. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 21 1.6
633. LOAD 511 1.2D+1L+0.5LR+1.2E(E)+1.2P(E)+1.6WZ -
634. REPEAT LOAD
635. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 22 1.6
636. LOAD 512 1.38D+1L+1.38E(E)+1.38P(E)+1VX++0.3VZ++1VEX++0.3VEZ+
637. REPEAT LOAD
638. 1 1.38 2 1.0 4 1.38 7 1.38 23 1.0 25 0.3 27 1.0 29 0.3
639. LOAD 513 1.38D+1L+1.38E(E)+1.38P(E)+1VX++0.3VZ-+1VEX++0.3VEZ -
640. REPEAT LOAD
641. 1 1.38 2 1.0 4 1.38 7 1.38 23 1.0 26 0.3 27 1.0 30 0.3
642. LOAD 514 1.38D+1L+1.38E(E)+1.38P(E)+1VX-+0.3VZ++1VEX-+0.3VEZ+
643. REPEAT LOAD
644. 1 1.38 2 1.0 4 1.38 7 1.38 24 1.0 25 0.3 28 1.0 29 0.3
645. LOAD 515 1.38D+1L+1.38E(E)+1.38P(E)+1VX-+0.3VZ-+1VEX-+0.3VEZ -
646. REPEAT LOAD
647. 1 1.38 2 1.0 4 1.38 7 1.38 24 1.0 26 0.3 28 1.0 30 0.3
648. LOAD 516 1.38D+1L+1.38E(E)+1.38P(E)+0.3VX++1VZ++0.3VEX++1VEZ+
649. REPEAT LOAD
650. 1 1.38 2 1.0 4 1.38 7 1.38 23 0.3 25 1.0 27 0.3 29 1.0
651. LOAD 517 1.38D+1L+1.38E(E)+1.38P(E)+0.3VX-+1VZ++0.3VEX-+1VEZ+
652. REPEAT LOAD
653. 1 1.38 2 1.0 4 1.38 7 1.38 24 0.3 25 1.0 28 0.3 29 1.0
654. LOAD 518 1.38D+1L+1.38E(E)+1.38P(E)+0.3VX++1VZ-+0.3VEX++1VEZ -
655. REPEAT LOAD
656. 1 1.38 2 1.0 4 1.38 7 1.38 23 0.3 26 1.0 27 0.3 30 1.0
657. LOAD 519 1.38D+1L+1.38E(E)+1.38P(E)+0.3VX-+1VZ-+0.3VEX-+1VEZ -
658. REPEAT LOAD
659. 1 1.38 2 1.0 4 1.38 7 1.38 24 0.3 26 1.0 28 0.3 30 1.0
660. LOAD 520 0.9D+0.9E(E)+0.9P(E)+1.6WX+
661. REPEAT LOAD
662. 1 0.9 4 0.9 7 0.9 19 1.6
663. LOAD 521 0.9D+0.9E(E)+0.9P(E)+1.6WX -
664. REPEAT LOAD
665. 1 0.9 4 0.9 7 0.9 20 1.6
666. LOAD 522 0.9D+0.9E(E)+0.9P(E)+1.6WZ+
667. REPEAT LOAD
668. 1 0.9 4 0.9 7 0.9 21 1.6
669. LOAD 523 0.9D+0.9E(E)+0.9P(E)+1.6WZ -
670. REPEAT LOAD
671. 1 0.9 4 0.9 7 0.9 22 1.6
672. LOAD 524 0.72D+0.72E(E)+0.72P(E)+1VX++0.3VZ++1VEX++0.3VEZ+
673. REPEAT LOAD
674. 1 0.72 4 0.72 7 0.72 23 1.0 25 0.3 27 1.0 29 0.3
675. LOAD 525 0.72D+0.72E(E)+0.72P(E)+1VX++0.3VZ-+1VEX++0.3VEZ -
676. REPEAT LOAD
677. 1 0.72 4 0.72 7 0.72 23 1.0 26 0.3 27 1.0 30 0.3

Page
for 25
BW of
RO 60
Perme
678. LOAD 526 0.72D+0.72E(E)+0.72P(E)+1VX-+0.3VZ++1VEX-+0.3VEZ+

679. REPEAT LOAD
680. 1 0.72 4 0.72 7 0.72 24 1.0 25 0.3 28 1.0 29 0.3
681. LOAD 527 0.72D+0.72E(E)+0.72P(E)+1VX-+0.3VZ-+1VEX-+0.3VEZ -
682. REPEAT LOAD
683. 1 0.72 4 0.72 7 0.72 24 1.0 26 0.3 28 1.0 30 0.3
684. LOAD 528 0.72D+0.72E(E)+0.72P(E)+0.3VX++1VZ++0.3VEX++1VEZ+
685. REPEAT LOAD
686. 1 0.72 4 0.72 7 0.72 23 0.3 25 1.0 27 0.3 29 1.0
687. LOAD 529 0.72D+0.72E(E)+0.72P(E)+0.3VX-+1VZ++0.3VEX-+1VEZ+
688. REPEAT LOAD
689. 1 0.72 4 0.72 7 0.72 24 0.3 25 1.0 28 0.3 29 1.0
690. LOAD 530 0.72D+0.72E(E)+0.72P(E)+0.3VX++1VZ-+0.3VEX++1VEZ -
691. REPEAT LOAD
692. 1 0.72 4 0.72 7 0.72 23 0.3 26 1.0 27 0.3 30 1.0
693. LOAD 531 0.72D+0.72E(E)+0.72P(E)+0.3VX-+1VZ-+0.3VEX-+1VEZ -
694. REPEAT LOAD
695. 1 0.72 4 0.72 7 0.72 24 0.3 26 1.0 28 0.3 30 1.0
696. *===========*
697. * OPERATION *
698. *===========*
699. LOAD 532 1.4D+1.4E(O)+1.4P(O)+1.4TF+1.4TA
700. REPEAT LOAD
701. 1 1.4 5 1.4 8 1.4 10 1.4 11 1.4
702. LOAD 533 1.2D+1.6L+0.5LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1.6I1+1.6SP
703. REPEAT LOAD
704. 1 1.2 2 1.6 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 13 1.6 17 1.6
706. REPEAT LOAD
707. 1 1.2 2 1.6 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 14 1.6 17 1.6
709. REPEAT LOAD
710. 1 1.2 2 1.6 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 15 1.6 17 1.6
712. REPEAT LOAD
713. 1 1.2 2 1.6 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 16 1.6 17 1.6
714. LOAD 537 1.2D+1L+0.5LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1I1+1.6SP
715. REPEAT LOAD
716. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 13 1.0 17 1.6
718. REPEAT LOAD
719. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 14 1.0 17 1.6
721. REPEAT LOAD
722. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 15 1.0 17 1.6
724. REPEAT LOAD
725. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 16 1.0 17 1.6
726. LOAD 541 1.2D+1.6LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1.6SP+0.8WX+
727. REPEAT LOAD
728. 1 1.2 3 1.6 5 1.2 8 1.2 10 1.2 11 1.2 17 1.6 19 0.8
729. LOAD 542 1.2D+1.6LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1.6SP+0.8WX -
730. REPEAT LOAD
731. 1 1.2 3 1.6 5 1.2 8 1.2 10 1.2 11 1.2 17 1.6 20 0.8
732. LOAD 543 1.2D+1.6LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1.6SP+0.8WZ+
733. REPEAT LOAD

Page
for 26
BW of
RO 60
Perme
734. 1 1.2 3 1.6 5 1.2 8 1.2 10 1.2 11 1.2 17 1.6 21 0.8

735. LOAD 544 1.2D+1.6LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1.6SP+0.8WZ -
736. REPEAT LOAD
737. 1 1.2 3 1.6 5 1.2 8 1.2 10 1.2 11 1.2 17 1.6 22 0.8
738. LOAD 545 1.2D+1L+0.5LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1I1+1.6SP+1.6WX+
739. REPEAT LOAD
740. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 13 1.0 17 1.6 19 1.6
741. LOAD 546 1.2D+1L+0.5LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1I1+1.6SP+1.6WX -
742. REPEAT LOAD
743. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 13 1.0 17 1.6 20 1.6
744. LOAD 547 1.2D+1L+0.5LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1I1+1.6SP+1.6WZ+
745. REPEAT LOAD
746. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 13 1.0 17 1.6 21 1.6
747. LOAD 548 1.2D+1L+0.5LR+1.2E(O)+1.2P(O)+1.2TF+1.2TA+1I1+1.6SP+1.6WZ -
748. REPEAT LOAD
749. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 13 1.0 17 1.6 22 1.6
751. REPEAT LOAD
752. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 14 1.0 17 1.6 19 1.6
754. REPEAT LOAD
755. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 14 1.0 17 1.6 20 1.6
757. REPEAT LOAD
758. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 14 1.0 17 1.6 21 1.6
760. REPEAT LOAD
761. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 14 1.0 17 1.6 22 1.6
763. REPEAT LOAD
764. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 15 1.0 17 1.6 19 1.6
766. REPEAT LOAD
767. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 15 1.0 17 1.6 20 1.6
769. REPEAT LOAD
770. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 15 1.0 17 1.6 21 1.6
772. REPEAT LOAD
773. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 15 1.0 17 1.6 22 1.6
775. REPEAT LOAD
776. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 16 1.0 17 1.6 19 1.6
778. REPEAT LOAD
779. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 16 1.0 17 1.6 20 1.6
781. REPEAT LOAD
782. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 16 1.0 17 1.6 21 1.6
784. REPEAT LOAD
785. 1 1.2 2 1.0 3 0.5 5 1.2 8 1.2 10 1.2 11 1.2 16 1.0 17 1.6 22 1.6
786. LOAD 561 1.38D+1L+1.38E(O)+1.38P(O)+1.2TF+1.2TA+1.6SP+1VX++0.3VZ++1VEX++0.3VEZ+
787. REPEAT LOAD
788. 1 1.38 2 1.0 5 1.38 8 1.38 10 1.2 11 1.2 17 1.6 23 1.0 25 0.3 27 1.0 29 0.3

Page
for 27
BW of
RO 60
Perme
789. LOAD 562 1.38D+1L+1.38E(O)+1.38P(O)+1.2TF+1.2TA+1.6SP+1VX++0.3VZ-+1VEX++0.3VEZ

790. REPEAT LOAD
791. 1 1.38 2 1.0 5 1.38 8 1.38 10 1.2 11 1.2 17 1.6 23 1.0 26 0.3 27 1.0 30 0.3
792. LOAD 563 1.38D+1L+1.38E(O)+1.38P(O)+1.2TF+1.2TA+1.6SP+1VX-+0.3VZ++1VEX-+0.3VEZ+
793. REPEAT LOAD
794. 1 1.38 2 1.0 5 1.38 8 1.38 10 1.2 11 1.2 17 1.6 24 1.0 25 0.3 28 1.0 29 0.3
795. LOAD 564 1.38D+1L+1.38E(O)+1.38P(O)+1.2TF+1.2TA+1.6SP+1VX-+0.3VZ-+1VEX-+0.3VEZ
796. REPEAT LOAD
797. 1 1.38 2 1.0 5 1.38 8 1.38 10 1.2 11 1.2 17 1.6 24 1.0 26 0.3 28 1.0 30 0.3
798. LOAD 565 1.38D+1L+1.38E(O)+1.38P(O)+1.2TF+1.2TA+1.6SP+0.3VX++1VZ++0.3VEX++1VEZ+
799. REPEAT LOAD
800. 1 1.38 2 1.0 5 1.38 8 1.38 10 1.2 11 1.2 17 1.6 23 0.3 25 1.0 27 0.3 29 1.0
801. LOAD 566 1.38D+1L+1.38E(O)+1.38P(O)+1.2TF+1.2TA+1.6SP+0.3VX-+1VZ++0.3VEX-+1VEZ+
802. REPEAT LOAD
803. 1 1.38 2 1.0 5 1.38 8 1.38 10 1.2 11 1.2 17 1.6 24 0.3 25 1.0 28 0.3 29 1.0
804. LOAD 567 1.38D+1L+1.38E(O)+1.38P(O)+1.2TF+1.2TA+1.6SP+0.3VX++1VZ-+0.3VEX++1VEZ
805. REPEAT LOAD
806. 1 1.38 2 1.0 5 1.38 8 1.38 10 1.2 11 1.2 17 1.6 23 0.3 26 1.0 27 0.3 30 1.0
807. LOAD 568 1.38D+1L+1.38E(O)+1.38P(O)+1.2TF+1.2TA+1.6SP+0.3VX-+1VZ-+0.3VEX-+1VEZ
808. REPEAT LOAD
809. 1 1.38 2 1.0 5 1.38 8 1.38 10 1.2 11 1.2 17 1.6 24 0.3 26 1.0 28 0.3 30 1.0
810. LOAD 569 0.9D+0.9E(O)+0.9P(O)+0.9TF+0.9TA+1.6SP+1.6WX+
811. REPEAT LOAD
812. 1 0.9 5 0.9 8 0.9 10 0.9 11 0.9 17 1.6 19 1.6
813. LOAD 570 0.9D+0.9E(O)+0.9P(O)+0.9TF+0.9TA+1.6SP+1.6WX -
814. REPEAT LOAD
815. 1 0.9 5 0.9 8 0.9 10 0.9 11 0.9 17 1.6 20 1.6
816. LOAD 571 0.9D+0.9E(O)+0.9P(O)+0.9TF+0.9TA+1.6SP+1.6WZ+
817. REPEAT LOAD
818. 1 0.9 5 0.9 8 0.9 10 0.9 11 0.9 17 1.6 21 1.6
819. LOAD 572 0.9D+0.9E(O)+0.9P(O)+0.9TF+0.9TA+1.6SP+1.6WZ -
820. REPEAT LOAD
821. 1 0.9 5 0.9 8 0.9 10 0.9 11 0.9 17 1.6 22 1.6
822. LOAD 573 0.72D+0.72E(O)+0.72P(O)+0.9TF+0.9TA+1.6SP+1VX++0.3VZ++1VEX++0.3VEZ+
823. REPEAT LOAD
824. 1 0.72 5 0.72 8 0.72 10 0.9 11 0.9 17 1.6 23 1.0 25 0.3 27 1.0 29 0.3
825. LOAD 574 0.72D+0.72E(O)+0.72P(O)+0.9TF+0.9TA+1.6SP+1VX++0.3VZ-+1VEX++0.3VEZ -
826. REPEAT LOAD
827. 1 0.72 5 0.72 8 0.72 10 0.9 11 0.9 17 1.6 23 1.0 26 0.3 27 1.0 30 0.3
828. LOAD 575 0.72D+0.72E(O)+0.72P(O)+0.9TF+0.9TA+1.6SP+1VX-+0.3VZ++1VEX-+0.3VEZ+
829. REPEAT LOAD
830. 1 0.72 5 0.72 8 0.72 10 0.9 11 0.9 17 1.6 24 1.0 25 0.3 28 1.0 29 0.3
831. LOAD 576 0.72D+0.72E(O)+0.72P(O)+0.9TF+0.9TA+1.6SP+1VX-+0.3VZ-+1VEX-+0.3VEZ -
832. REPEAT LOAD
833. 1 0.72 5 0.72 8 0.72 10 0.9 11 0.9 17 1.6 24 1.0 26 0.3 28 1.0 30 0.3
834. LOAD 577 0.72D+0.72E(O)+0.72P(O)+0.9TF+0.9TA+1.6SP+0.3VX++1VZ++0.3VEX++1VEZ+
835. REPEAT LOAD
836. 1 0.72 5 0.72 8 0.72 10 0.9 11 0.9 17 1.6 23 0.3 25 1.0 27 0.3 29 1.0
837. LOAD 578 0.72D+0.72E(O)+0.72P(O)+0.9TF+0.9TA+1.6SP+0.3VX-+1VZ++0.3VEX-+1VEZ+
838. REPEAT LOAD
839. 1 0.72 5 0.72 8 0.72 10 0.9 11 0.9 17 1.6 24 0.3 25 1.0 28 0.3 29 1.0
840. LOAD 579 0.72D+0.72E(O)+0.72P(O)+0.9TF+0.9TA+1.6SP+0.3VX++1VZ-+0.3VEX++1VEZ -
841. REPEAT LOAD

Page
for 28
BW of
RO 60
Perme
842. 1 0.72 5 0.72 8 0.72 10 0.9 11 0.9 17 1.6 23 0.3 26 1.0 27 0.3 30 1.0
843. LOAD 580 0.72D+0.72E(O)+0.72P(O)+0.9TF+0.9TA+1.6SP+0.3VX-+1VZ-+0.3VEX-+1VEZ -
844. REPEAT LOAD
845. 1 0.72 5 0.72 8 0.72 10 0.9 11 0.9 17 1.6 24 0.3 26 1.0 28 0.3 30 1.0
846. *===========*
847. * TEST *
848. *===========*
849. LOAD 581 1.4D+1.4E(T)+1.4P(T)+1.4WT
850. REPEAT LOAD
851. 1 1.4 6 1.4 9 1.4 18 1.4
852. LOAD 582 1.2D+1.6L+0.5LR+1.2E(T)+1.2P(T)+1.2WT
853. REPEAT LOAD
854. 1 1.2 2 1.6 3 0.5 6 1.2 9 1.2 18 1.2
855. LOAD 583 1.2D+1L+1.6LR+1.2E(T)+1.2P(T)+1.2WT
856. REPEAT LOAD
857. 1 1.2 2 1.0 3 1.6 6 1.2 9 1.2 18 1.2
858. LOAD 584 1.2D+1L+0.5LR+1.2E(T)+1.2P(T)+1.2WT+1.6WX+
859. REPEAT LOAD
860. 1 1.2 2 1.0 3 0.5 6 1.2 9 1.2 18 1.2 19 1.6
861. LOAD 585 1.2D+1L+0.5LR+1.2E(T)+1.2P(T)+1.2WT+1.6WX -
862. REPEAT LOAD
863. 1 1.2 2 1.0 3 0.5 6 1.2 9 1.2 18 1.2 20 1.6
864. LOAD 586 1.2D+1L+0.5LR+1.2E(T)+1.2P(T)+1.2WT+1.6WZ+
865. REPEAT LOAD
866. 1 1.2 2 1.0 3 0.5 6 1.2 9 1.2 18 1.2 21 1.6
867. LOAD 587 1.2D+1L+0.5LR+1.2E(T)+1.2P(T)+1.2WT+1.6WZ -
868. REPEAT LOAD
869. 1 1.2 2 1.0 3 0.5 6 1.2 9 1.2 18 1.2 22 1.6
870. LOAD 588 0.9D+0.9E(T)+0.9P(T)+0.9WT+1.6WX+
871. REPEAT LOAD
872. 1 0.9 6 0.9 9 0.9 18 0.9 19 1.6
873. LOAD 589 0.9D+0.9E(T)+0.9P(T)+0.9WT+1.6WX -
874. REPEAT LOAD
875. 1 0.9 6 0.9 9 0.9 18 0.9 20 1.6
876. LOAD 590 0.9D+0.9E(T)+0.9P(T)+0.9WT+1.6WZ+
877. REPEAT LOAD
878. 1 0.9 6 0.9 9 0.9 18 0.9 21 1.6
879. *========================*
880. * CONSTRUCTION LOAD *
881. *========================*
882. LOAD 591 0.9D+0.9E(T)+0.9P(T)+0.9WT+1.6WZ -
883. REPEAT LOAD
884. 1 0.9 6 0.9 9 0.9 18 0.9 22 1.6
885. LOAD 592 1.4D+1.4E(E)+1.4P(E)+1.6SP
886. REPEAT LOAD
887. 1 1.4 4 1.4 7 1.4 17 1.6
888. LOAD 593 1.2D+1.6L+0.5LR+1.2E(E)+1.2P(E)+1.6B+1.6I1+1.6SP
889. REPEAT LOAD
890. 1 1.2 2 1.6 3 0.5 4 1.2 7 1.2 13 1.6 17 1.6
892. REPEAT LOAD
893. 1 1.2 2 1.6 3 0.5 4 1.2 7 1.2 14 1.6 17 1.6
895. REPEAT LOAD
896. 1 1.2 2 1.6 3 0.5 4 1.2 7 1.2 15 1.6 17 1.6

Page
for 29
BW of
RO 60
Perme
898. REPEAT LOAD

899. 1 1.2 2 1.6 3 0.5 4 1.2 7 1.2 16 1.6 17 1.6
900. LOAD 597 1.2D+1L+1.6LR+1.2E(E)+1.2P(E)+1B+1I1+1.6SP
901. REPEAT LOAD
902. 1 1.2 2 1.0 3 1.6 4 1.2 7 1.2 13 1.0 17 1.6
904. REPEAT LOAD
905. 1 1.2 2 1.0 3 1.6 4 1.2 7 1.2 14 1.0 17 1.6
907. REPEAT LOAD
908. 1 1.2 2 1.0 3 1.6 4 1.2 7 1.2 15 1.0 17 1.6
910. REPEAT LOAD
911. 1 1.2 2 1.0 3 1.6 4 1.2 7 1.2 16 1.0 17 1.6
912. LOAD 601 1.2D+1L+0.5LR+1.2E(E)+1.2P(E)+1B+1I1+1.6SP+1.6WX+
913. REPEAT LOAD
914. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 13 1.0 17 1.6 19 1.6
915. LOAD 602 1.2D+1L+0.5LR+1.2E(E)+1.2P(E)+1B+1I1+1.6SP+1.6WX -
916. REPEAT LOAD
917. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 13 1.0 17 1.6 20 1.6
918. LOAD 603 1.2D+1L+0.5LR+1.2E(E)+1.2P(E)+1B+1I1+1.6SP+1.6WZ+
919. REPEAT LOAD
920. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 13 1.0 17 1.6 21 1.6
921. LOAD 604 1.2D+1L+0.5LR+1.2E(E)+1.2P(E)+1B+1I1+1.6SP+1.6WZ -
922. REPEAT LOAD
923. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 13 1.0 17 1.6 22 1.6
925. REPEAT LOAD
926. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 14 1.0 17 1.6 19 1.6
928. REPEAT LOAD
929. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 14 1.0 17 1.6 20 1.6
931. REPEAT LOAD
932. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 14 1.0 17 1.6 21 1.6
934. REPEAT LOAD
935. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 14 1.0 17 1.6 22 1.6
937. REPEAT LOAD
938. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 15 1.0 17 1.6 19 1.6
940. REPEAT LOAD
941. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 15 1.0 17 1.6 20 1.6
943. REPEAT LOAD
944. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 15 1.0 17 1.6 21 1.6
946. REPEAT LOAD
947. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 15 1.0 17 1.6 22 1.6
949. REPEAT LOAD
950. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 16 1.0 17 1.6 19 1.6
952. REPEAT LOAD
953. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 16 1.0 17 1.6 20 1.6

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955. REPEAT LOAD
956. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 16 1.0 17 1.6 21 1.6
958. REPEAT LOAD
959. 1 1.2 2 1.0 3 0.5 4 1.2 7 1.2 16 1.0 17 1.6 22 1.6
960. LOAD 617 0.9D+0.9E(E)+0.9P(E)+1.6SP+1.6WX+
961. REPEAT LOAD
962. 1 0.9 4 0.9 7 0.9 17 1.6 19 1.6
963. LOAD 618 0.9D+0.9E(E)+0.9P(E)+1.6SP+1.6WX -
964. REPEAT LOAD
965. 1 0.9 4 0.9 7 0.9 17 1.6 20 1.6
966. LOAD 619 0.9D+0.9E(E)+0.9P(E)+1.6SP+1.6WZ+
967. REPEAT LOAD
968. 1 0.9 4 0.9 7 0.9 17 1.6 21 1.6
969. LOAD 620 0.9D+0.9E(E)+0.9P(E)+1.6SP+1.6WZ -
970. REPEAT LOAD
971. 1 0.9 4 0.9 7 0.9 17 1.6 22 1.6
972. ************************************************************

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Perme

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Perme






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Perme

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Perme

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Perme

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BW of
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Perme









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Perme

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BW of
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Perme

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BW of
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Perme

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BW of
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Perme

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BW of
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Perme

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BW of
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Perme





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Perme

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Perme

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Perme





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Perme

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Perme

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Perme
974. DEFINE ENVELOPE

975. **SOIL PERMANENT
976. 101 TO 104 141 TO 153 202 TO 205 218 TO 227 ENVELOPE 1 TYPE SERVICEABILITY
977. **SOIL TEMPORARY
978. 105 TO 140 154 TO 201 206 TO 217 228 TO 251 ENVELOPE 2 TYPE SERVICEABILITY
979. **COLUMN SWAY WIND
980. 105 TO 108 117 TO 120 129 TO 132 154 TO 157 166 TO 181 190 TO 193 206 TO 217 -
981. 228 TO 251 ENVELOPE 3 TYPE SERVICEABILITY
982. **COLUMN SWAY SEISMIC
983. 109 TO 116 121 TO 128 133 TO 140 158 TO 165 182 TO 189 194 TO 200 -
984. 201 ENVELOPE 4 TYPE SERVICEABILITY
985. **DEFLECTION (PERMANENT + TEMPORARY)
986. 101 TO 251 ENVELOPE 5 TYPE SERVICEABILITY
987. **REINFORCEMENT PERMANENT
988. 501 TO 503 532 TO 540 581 TO 583 592 TO 600 ENVELOPE 6 TYPE STRENGTH
989. **REINFORCEMENT TEMPORARY
990. 504 TO 531 541 TO 580 584 TO 591 601 TO 620 ENVELOPE 7 TYPE STRENGTH
991. **REINFORCEMENT (PERMANENT + TEMPORARY)
992. 501 TO 620 ENVELOPE 8 TYPE STRENGTH
993. END DEFINE ENVELOPE

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Perme
994. PARAMETER 1
995. CODE AISC
996. LOAD LIST 501 TO 596
997. START CONCRETE DESIGN

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998. CODE ACI

999. CLB 0.05 ALL
1000. CLS 0.05 ALL
1001. CLT 0.05 ALL
1002. FC 2.8123E+006 ALL
1003. FYMAIN 4.21844E+007 ALL
1004. RHOMN 0.005 ALL
1005. TRACK 2 ALL
1006. DESIGN COLUMN 1 TO 3

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ACI 318-11 COLUMN NO. 1 DESIGN RESULTS

===============================================
FY - 413.7 FC - 27.6 MPA, RECT SIZE -3000.0 X 300.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 4500.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------
4 - 40 MM 0.559 501 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 300.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
--------------------------------------------------------
P0 Pn max P-bal. M-bal. e-bal. (MM)
23059.69 18447.76 7770.80 886.87 114.1
M0 P-tens. Des.Pn Des.Mn e/h
281.17 -2079.41 68.31 0.00 0.00000
--------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
--------------------------------------------------------
23059.69 18447.76 10307.06 10798.71 1047.7
2989.70 -2079.41 68.31 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 17028.70 654.25 8514.35 894.46
P0 |* 15609.64 750.66 7095.29 858.15
| * 14190.58 820.69 5676.23 779.79
Pn,max|__* 12771.52 865.96 4257.17 679.03
| * 11352.46 891.70 2838.12 559.14
Pn | * 9933.41 900.24 1419.06 426.75
NOMINAL| * Pn Mn Pn Mn (@ Y )
AXIAL| * 17028.70 7244.51 8514.35 10523.55
COMPRESSION| * 15609.64 8351.39 7095.29 9981.71
Pb|-------*Mb 14190.58 9248.60 5676.23 9153.53
| * 12771.52 9954.54 4257.17 8039.01
___________|____*_______11352.46 10492.65 2838.12 6638.16
| * M0 Mn, 9933.41 10779.06 1419.06 4950.96
| * BENDING
P-tens|* MOMENT
|

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


----------------------------------------------------------
4 - 40 MM 0.559 501 END 0.650

--------------------------------------------------------
23059.69 18447.76 7770.80 886.87 114.1
281.17 -2079.41 136.60 0.00 0.00000
--------------------------------------------------------
--------------------------------------------------------
23059.69 18447.76 10307.06 10798.71 1047.7
2989.70 -2079.41 136.60 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 17028.70 654.25 8514.35 894.46
P0 |* 15609.64 750.66 7095.29 858.15
| * 14190.58 820.69 5676.23 779.79
Pn,max|__* 12771.52 865.96 4257.17 679.03
| * 11352.46 891.70 2838.12 559.14
Pn | * 9933.41 900.24 1419.06 426.75
AXIAL| * 17028.70 7244.51 8514.35 10523.55
COMPRESSION| * 15609.64 8351.39 7095.29 9981.71
Pb|-------*Mb 14190.58 9248.60 5676.23 9153.53
| * 12771.52 9954.54 4257.17 8039.01
___________|____*_______11352.46 10492.65 2838.12 6638.16
| * M0 Mn, 9933.41 10779.06 1419.06 4950.96
| * BENDING
P-tens|* MOMENT
|

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


----------------------------------------------------------
4 - 40 MM 0.559 501 END 0.650

--------------------------------------------------------
23059.69 18447.76 7770.80 886.87 114.1
281.17 -2079.41 68.31 0.00 0.00000
--------------------------------------------------------
--------------------------------------------------------
23059.69 18447.76 10307.06 10798.71 1047.7
2989.70 -2079.41 68.31 0.00 0.00000
--------------------------------------------------------
Pn Mn Pn Mn (@ Z )
| 17028.70 654.25 8514.35 894.46
P0 |* 15609.64 750.66 7095.29 858.15
| * 14190.58 820.69 5676.23 779.79
Pn,max|__* 12771.52 865.96 4257.17 679.03
| * 11352.46 891.70 2838.12 559.14
Pn | * 9933.41 900.24 1419.06 426.75
AXIAL| * 17028.70 7244.51 8514.35 10523.55
COMPRESSION| * 15609.64 8351.39 7095.29 9981.71
Pb|-------*Mb 14190.58 9248.60 5676.23 9153.53
| * 12771.52 9954.54 4257.17 8039.01
___________|____*_______11352.46 10492.65 2838.12 6638.16
| * M0 Mn, 9933.41 10779.06 1419.06 4950.96
| * BENDING
P-tens|* MOMENT
|
********************END OF COLUMN DESIGN RESULTS********************

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1007. CONCRETE TAKE

1008. END CONCRETE DESIGN

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Perme
************** CONCRETE TAKE OFF **************

(FOR BEAMS, COLUMNS AND PLATES DESIGNED ABOVE)
NOTE: CONCRETE QUANTITY REPRESENTS VOLUME OF CONCRETE IN BEAMS, COLUMNS, AND PLATES DESIGNED ABOVE.
REINFORCING STEEL QUANTITY REPRESENTS REINFORCING STEEL IN BEAMS AND COLUMNS DESIGNED ABOVE.
REINFORCING STEEL IN PLATES IS NOT INCLUDED IN THE REPORTED QUANTITY.
TOTAL VOLUME OF CONCRETE = 1.6 CU.METER
BAR SIZE WEIGHT

NUMBER (in lbs)
-------- --------
40 156
------------
*** TOTAL= 156
1009. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= OCT 10,2021 TIME= 16:29:52 ****
************************************************************
* 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) 1997-2015 Bentley Systems, Inc.
* http://www.bentley.com *
************************************************************

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Sunday, October 10, 2021, 04:30 PM

E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet Page

39. ALPHA 1E-005

JOINT INFLUENCE AREA

E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet Page

NUMBER OF JOINTS 38 NUMBER OF MEMBERS 3

SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER

ORIGINAL/FINAL BAND-WIDTH= 28/ 9/ 33 DOF

**START ITERATION NO. 2

E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet Page

**START ITERATION NO. 5

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

**START ITERATION NO. 6

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

**START ITERATION NO. 7

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MX

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet Page

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

**START ITERATION NO. 9

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MX

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = FY

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MX

E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet Page

***NOTE - VERY WEAK SPRING ADDED FOR STABILITY

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

**NOTE-Tension/Compression converged after 10 iterations, Case= 23

**START ITERATION NO. 2

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

**START ITERATION NO. 6

E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet Page

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

**START ITERATION NO. 7

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MX

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

**START ITERATION NO. 9

E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet Page

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MX

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = FY

**NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MX

***WARNING - INSTABILITY AT JOINT 35 DIRECTION = MZ

**WARNING-Tension/Compression did not converge after 10 iterations, Case= 24

E:\Kerjaan\Project PLTU Sulut Timor\Timor\WTP Equip\BW SW\Staad\T1-PP-XXX-CVL-CAL-XXXXX_R0_Calculation Sheet Page

74. PERFORM ANALYSIS

**START ITERATION NO. 2

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS

NOTE STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF SIGNIFICANT DIGITS