Tuesday, March 12, 2024, 08:50 AM

PAGE NO. 1

****************************************************
* *
* STAAD.Pro V8i SELECTseries5 *
* Version 20.07.10.64 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= MAR 12, 2024 *
* Time= 8:49:36 *
* *
* USER ID: *
****************************************************

1. STAAD SPACE
INPUT FILE: RC_STRUCTURE[1].STD
2. START JOB INFORMATION
3. ENGINEER DATE 05-FEB-24
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 5 0 0; 3 10 0 0; 4 15 0 0; 5 0 0 -5; 6 5 0 -5; 7 10 0 -5; 8 15 0 -5
9. 9 0 0 -10; 10 5 0 -10; 11 10 0 -10; 12 15 0 -10; 13 0 3.4 0; 14 5 3.4 0
10. 15 10 3.4 0; 16 15 3.4 0; 17 0 3.4 -5; 18 5 3.4 -5; 19 10 3.4 -5; 20 15 3.4 -5
11. 21 0 3.4 -10; 22 5 3.4 -10; 23 10 3.4 -10; 24 15 3.4 -10; 25 0 6.6 0
12. 26 5 6.6 0; 27 10 6.6 0; 28 15 6.6 0; 29 0 6.6 -5; 30 5 6.6 -5; 31 10 6.6 -5
13. 32 15 6.6 -5; 33 0 6.6 -10; 34 5 6.6 -10; 35 10 6.6 -10; 36 15 6.6 -10
14. 37 0 9.8 0; 38 5 9.8 0; 39 10 9.8 0; 40 15 9.8 0; 41 0 9.8 -5; 42 5 9.8 -5
15. 43 10 9.8 -5; 44 15 9.8 -5; 45 0 9.8 -10; 46 5 9.8 -10; 47 10 9.8 -10
16. 48 15 9.8 -10; 49 0 13 0; 50 5 13 0; 51 10 13 0; 52 15 13 0; 53 0 13 -5
17. 54 5 13 -5; 55 10 13 -5; 56 15 13 -5; 57 0 13 -10; 58 5 13 -10; 59 10 13 -10
18. 60 15 13 -10
19. MEMBER INCIDENCES
20. 18 13 14; 19 14 15; 20 15 16; 21 17 18; 22 18 19; 23 19 20; 24 21 22; 25 22 23
21. 26 23 24; 27 17 13; 28 21 17; 29 18 14; 30 22 18; 31 19 15; 32 23 19; 33 20 16
22. 34 24 20; 35 1 13; 36 2 14; 37 3 15; 38 4 16; 39 5 17; 40 6 18; 41 7 19
23. 42 8 20; 43 9 21; 44 10 22; 45 11 23; 46 12 24; 47 25 26; 48 26 27; 49 27 28
24. 50 29 30; 51 30 31; 52 31 32; 53 33 34; 54 34 35; 55 35 36; 56 29 25; 57 33 29
25. 58 30 26; 59 34 30; 60 31 27; 61 35 31; 62 32 28; 63 36 32; 64 37 38; 65 38 39
26. 66 39 40; 67 41 42; 68 42 43; 69 43 44; 70 45 46; 71 46 47; 72 47 48; 73 41 37
27. 74 45 41; 75 42 38; 76 46 42; 77 43 39; 78 47 43; 79 44 40; 80 48 44; 81 13 25
28. 82 14 26; 83 15 27; 84 16 28; 85 17 29; 86 18 30; 87 19 31; 88 20 32; 89 21 33
29. 90 22 34; 91 23 35; 92 24 36; 93 25 37; 94 26 38; 95 27 39; 96 28 40; 97 29 41
30. 98 30 42; 99 31 43; 100 32 44; 101 33 45; 102 34 46; 103 35 47; 104 36 48
31. 105 37 49; 106 38 50; 107 39 51; 108 40 52; 109 41 53; 110 42 54; 111 43 55
32. 112 44 56; 113 45 57; 114 46 58; 115 47 59; 116 48 60; 117 49 50; 118 50 51
33. 119 51 52; 120 53 54; 121 54 55; 122 55 56; 123 57 58; 124 58 59; 125 59 60
34. 126 53 49; 127 57 53; 128 54 50; 129 58 54; 130 55 51; 131 59 55; 132 56 52
35. 133 60 56
36. START GROUP DEFINITION
37. FLOOR
38. _ROOF-DECK 117 TO 133

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39. _4TH-FLR 64 TO 80
40. _3RD-FLR 47 TO 63
41. _2ND-FLR 18 TO 34
42. JOINT
43. END GROUP DEFINITION
44. DEFINE MATERIAL START
45. ISOTROPIC CONCRETE
46. E 2.17185E+007
47. POISSON 0.17
48. DENSITY 23.5616
49. ALPHA 1E-005
50. DAMP 0.05
51. TYPE CONCRETE
52. STRENGTH FCU 27579
53. END DEFINE MATERIAL
54. MEMBER PROPERTY AMERICAN
55. 35 TO 46 81 TO 116 PRIS YD 0.5 ZD 0.5
56. 18 TO 34 47 TO 80 117 TO 133 PRIS YD 0.5 ZD 0.25
57. CONSTANTS
58. MATERIAL CONCRETE ALL
59. SUPPORTS
60. 1 TO 12 FIXED
61. MEMBER OFFSET
62. 18 TO 26 47 TO 55 64 TO 72 117 TO 125 START 0.25 -0.25 0
63. 18 TO 26 47 TO 55 64 TO 72 117 TO 125 END -0.25 -0.25 0
64. 27 TO 34 56 TO 63 73 TO 80 126 TO 133 START 0 -0.25 0.25
65. 27 TO 34 56 TO 63 73 TO 80 126 TO 133 END 0 -0.25 -0.25
66. DEFINE REFERENCE LOADS
67. LOAD R1 LOADTYPE MASS TITLE DL
68. MEMBER LOAD
69. 128 TO 131 UNI GY 23.74
70. 126 127 132 133 UNI GY 13.79
71. SELFWEIGHT Y 1 LIST 35 TO 46 81 TO 116
72. MEMBER LOAD
73. 117 TO 119 123 TO 125 UNI GY 15.71
74. 120 TO 122 UNI GY 23.4
75. 27 28 33 34 56 57 62 63 73 74 79 80 UNI GY 18.7
76. 29 TO 32 58 TO 61 75 TO 78 UNI GY 31.4
77. 18 TO 20 24 TO 26 47 TO 49 53 TO 55 64 TO 66 70 TO 72 UNI GY 21.7
78. 21 TO 23 50 TO 52 67 TO 69 UNI GY 34.4
79. LOAD R2 LOADTYPE MASS TITLE LL
80. FLOOR LOAD
81. _ROOF-DECK FLOAD 4.8 GY
82. _4TH-FLR FLOAD 4.8 GY
83. _3RD-FLR FLOAD 4.8 GY
84. _2ND-FLR FLOAD 4.8 GY
85. END DEFINE REFERENCE LOADS

*** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY.
IF MASS MODEL IS SEPARATELY PROVIDED IN INDIVIDUAL LOADING, THE GENERATED MASS
WILL BE REPLACED BY THE MASS PROVIDED IN INDIVIDUAL LOADING.

86. DEFINE UBC LOAD

87. ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 NA 1 NV 1
88. DEFINE WIND LOAD

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*** NOTE: If any floor diaphragm is present in the model Wind Load definition
should be defined after Floor Diaphragm definition. Otherwise wind
load generation may be unsuccessful during analysis.

89. TYPE 1 WINDWARD X

90. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
91. ASCE-7-2010:PARAMS 290.000 MPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
92. 1 10.500 M 15.000 M 10.000 M 2.000 0.010 0 -
93. 0 0 0 0 0.729 1.000 1.000 0.850 0 -
94. 0 0 0 0.865 0.800 -0.550
95. !> END GENERATED DATA BLOCK
96. INT 6.99591 6.99591 7.09184 7.18173 7.26643 7.34661 7.4228 7.49546 7.56494 -
97. 7.63156 7.6956 7.75727 7.81678 7.87431 7.92999 7.92999 HEIG 0 4.572 5.028 -
98. 5.484 5.94 6.396 6.852 7.308 7.764 8.22 8.676 9.132 9.588 10.044 -
99. 10.5 10.5
100. TYPE 2 LEEWARD X
101. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
102. ASCE-7-2010:PARAMS 290.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
103. 1 10.500 M 15.000 M 10.000 M 2.000 0.010 1 -
104. 0 0 0 0 0.729 1.000 1.000 0.850 0 -
105. 0 0 0 0.865 -0.400 0.550
106. !> END GENERATED DATA BLOCK
107. INT -2.20896 -2.20896 -2.20896 HEIG 0 10.5 10.5
108. TYPE 3 SIDEWARD X
109. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
110. ASCE-7-2010:PARAMS 290.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
111. 1 10.500 M 15.000 M 10.000 M 2.000 0.010 2 -
112. 0 0 0 0 0.729 1.000 1.000 0.850 0 -
113. 0 0 0 0.865 -0.700 0.550
114. !> END GENERATED DATA BLOCK
115. INT -2.84858 -2.84858 -2.84858 HEIG 0 10.5 10.5
116. TYPE 4 WINDWARD Z
117. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
118. ASCE-7-2010:PARAMS 290.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
119. 1 10.500 M 10.000 M 15.000 M 2.000 0.010 0 -
120. 0 0 0 0 0.729 1.000 1.000 0.850 0 -
121. 0 0 0 0.857 0.800 -0.550
122. !> END GENERATED DATA BLOCK
123. INT 2.68961 2.68961 2.72633 2.76074 2.79316 2.82385 2.85302 2.88083 2.90742 -
124. 2.93293 2.95744 2.98105 3.00383 3.02585 3.04716 2.64136 HEIG 0 4.572 5.028 -
125. 5.484 5.94 6.396 6.852 7.308 7.764 8.22 8.676 9.132 9.588 10.044 -
126. 10.5 10.5
127. TYPE 5 LEEWARD Z
128. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
129. ASCE-7-2010:PARAMS 290.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
130. 1 10.500 M 10.000 M 15.000 M 2.000 0.010 1 -
131. 0 0 0 0 0.729 1.000 1.000 0.850 0 -
132. 0 0 0 0.857 -0.500 0.550
133. !> END GENERATED DATA BLOCK
134. INT -2.41302 -2.41302 -2.09167 HEIG 0 10.5 10.5
135. TYPE 6 SIDEWARD Z
136. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
137. ASCE-7-2010:PARAMS 290.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
138. 1 10.500 M 10.000 M 15.000 M 2.000 0.010 2 -
139. 0 0 0 0 0.729 1.000 1.000 0.850 0 -

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140. 0 0 0 0.857 -0.700 0.550

141. !> END GENERATED DATA BLOCK
142. INT -2.83578 -2.83578 -2.45813 HEIG 0 10.5 10.5
143. LOAD 1 LOADTYPE SEISMIC TITLE EQ+X+E
144. UBC LOAD X 1 DEC 1 ACC 0.05
145. LOAD 2 LOADTYPE SEISMIC TITLE EQ+X-E
146. UBC LOAD X 1 DEC 1 ACC -0.05
147. LOAD 3 LOADTYPE SEISMIC TITLE EQ-X+E
148. UBC LOAD X -1 DEC 1 ACC 0.05
149. LOAD 4 LOADTYPE SEISMIC TITLE EQ-X-E
150. UBC LOAD X -1 DEC 1 ACC -0.05
151. LOAD 5 LOADTYPE SEISMIC TITLE EQ+Z+E
152. UBC LOAD Z 1 DEC 1 ACC 0.05
153. LOAD 6 LOADTYPE SEISMIC TITLE EQ+Z-E
154. UBC LOAD Z 1 DEC 1 ACC -0.05
155. LOAD 7 LOADTYPE SEISMIC TITLE EQ-Z+E
156. UBC LOAD Z -1 DEC 1 ACC 0.05
157. LOAD 8 LOADTYPE SEISMIC TITLE EQ-Z-E
158. UBC LOAD Z -1 DEC 1 ACC -0.05
159. LOAD 9 LOADTYPE MASS TITLE DEADLOAD
160. REFERENCE LOAD
161. R1 -1.0
162. LOAD 10 LOADTYPE MASS TITLE LIVELOAD
163. REFERENCE LOAD
164. R2 -1.0
165. LOAD 11 LOADTYPE WIND TITLE WL+X
166. WIND LOAD X 1 TYPE 1
167. WIND LOAD -X 1 TYPE 2

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168. WIND LOAD -Z 1 TYPE 3

169. WIND LOAD -Z -1 TYPE 3
170. LOAD 12 LOADTYPE WIND TITLE WL-X
171. WIND LOAD X -1 TYPE 1
172. WIND LOAD -X -1 TYPE 2
173. WIND LOAD -Z -1 TYPE 3
174. WIND LOAD -Z 1 TYPE 3
175. LOAD 13 LOADTYPE WIND TITLE WL+Z
176. WIND LOAD Z 1 TYPE 4
177. WIND LOAD -Z 1 TYPE 5
178. WIND LOAD -X 1 TYPE 6
179. WIND LOAD -X -1 TYPE 6
180. LOAD 14 LOADTYPE WIND TITLE WL-Z
181. WIND LOAD Z -1 TYPE 4
182. WIND LOAD -Z -1 TYPE 5
183. WIND LOAD -X -1 TYPE 6

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184. WIND LOAD -X 1 TYPE 6

185. FINISH

**ERROR - FINISH COMMAND IN LOAD DATA

CHECK IF ANALYSIS COMMAND IS OUT OF ORDER OR MISSING IN CASE NO. 14
CHECK DATA ORDER CAREFULLY

*** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA.

DATA-CHECK MODE IS ENTERED.

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

**** DATE= MAR 12,2024 TIME= 8:49:36 ****

************************************************************
* 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) 1997-2014 Bentley Systems, Inc.
* http://www.bentley.com *
************************************************************

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