Week 7 Challenge
Aim : To Calculate water current forces for the given bridge and apply it in Staad pro and analyse the model.
Introduction : The given bridge is of total length 90m divided into two spans of 45m each, having 3 abutments. Assuming the carriage way width of 8m having 4 RCC I girders. High flood level (HFL) is 2m above foundation level.The mean velocity of the river is 3 m/s.
Procedure :
Step 1 - Calculation of water current forces
As per IRC 6 Cl.210 water current force P = 52KV^2
V = sqrt(2) x mean velocity = sqrt(2) x 3 = 4.24 m/s
As abutment has square ends K = 1.5
therefore P = 1.42kN/m2
Step 2 - Modelling in Staad Pro
Open Staad Pro, Create node at origin 0,0,0 (x,y,z as longitudinal,vertical,transverse repsectively) then go copy paste the node at Y = 0.5m hence 2nd node is created at 0,0.5,0 then copy both the nodes and paste it at Z = 0.5 now connect them using plate cursor.
Now Select the plate and click translation repeat in Y axis, no.of steps (4/0.5-1) = 7
Now Select the plates and click translation repeat in Z axis, no.of steps (8/0.5-1) = 15
Assign fixed supports at all the bottom nodes of the plate
Now Select the plates and copy paste it at X=45m as span is 45m.
Add beam at the distance of 2m between in X directions, 5 girders are created.
Adding properties as follows:
Abutment wall is of 1m thickness
Girder dimensions are as follows:
Step 3 - Assigning water current load to the abutment
As calculated above water current load is 1.42kN/m2 which acts at 2m above HFL, hence applying load at 2m above foundation level by selecting plates only 2m above FL. Since the load acts parallel to the direction of flow, it is applied in GZ direction.
Results:
Displacement diagram of bottom plate for water current loading
Maximum absolute plate stress
My Moment in Plate
Mx Moment in plate
Shear Force SX in plate
Shear Force SY in plate
Maximum Bending MXY
Report:
1. STAAD SPACE
INPUT FILE: C:\Users\Muthulakshmi\Downloads\Old Laptop data of 1st week\Challenge Staad\Challenge 7.STD
2. START JOB INFORMATION
3. ENGINEER DATE 16-JUL-22
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 0 0.5 0; 3 0 0 0.5; 4 0 0.5 0.5; 5 0 1 0; 6 0 1 0.5; 7 0 1.5 0
9. 8 0 1.5 0.5; 9 0 2 0; 10 0 2 0.5; 11 0 2.5 0; 12 0 2.5 0.5; 13 0 3 0
10. 14 0 3 0.5; 15 0 3.5 0; 16 0 3.5 0.5; 17 0 4 0; 18 0 4 0.5; 19 0 0 1
11. 20 0 0.5 1; 21 0 1 1; 22 0 1.5 1; 23 0 2 1; 24 0 2.5 1; 25 0 3 1; 26 0 3.5 1
12. 27 0 4 1; 28 0 0 1.5; 29 0 0.5 1.5; 30 0 1 1.5; 31 0 1.5 1.5; 32 0 2 1.5
13. 33 0 2.5 1.5; 34 0 3 1.5; 35 0 3.5 1.5; 36 0 4 1.5; 37 0 0 2; 38 0 0.5 2
14. 39 0 1 2; 40 0 1.5 2; 41 0 2 2; 42 0 2.5 2; 43 0 3 2; 44 0 3.5 2; 45 0 4 2
15. 46 0 0 2.5; 47 0 0.5 2.5; 48 0 1 2.5; 49 0 1.5 2.5; 50 0 2 2.5; 51 0 2.5 2.5
16. 52 0 3 2.5; 53 0 3.5 2.5; 54 0 4 2.5; 55 0 0 3; 56 0 0.5 3; 57 0 1 3
17. 58 0 1.5 3; 59 0 2 3; 60 0 2.5 3; 61 0 3 3; 62 0 3.5 3; 63 0 4 3; 64 0 0 3.5
18. 65 0 0.5 3.5; 66 0 1 3.5; 67 0 1.5 3.5; 68 0 2 3.5; 69 0 2.5 3.5; 70 0 3 3.5
19. 71 0 3.5 3.5; 72 0 4 3.5; 73 0 0 4; 74 0 0.5 4; 75 0 1 4; 76 0 1.5 4; 77 0 2 4
20. 78 0 2.5 4; 79 0 3 4; 80 0 3.5 4; 81 0 4 4; 82 0 0 4.5; 83 0 0.5 4.5
21. 84 0 1 4.5; 85 0 1.5 4.5; 86 0 2 4.5; 87 0 2.5 4.5; 88 0 3 4.5; 89 0 3.5 4.5
22. 90 0 4 4.5; 91 0 0 5; 92 0 0.5 5; 93 0 1 5; 94 0 1.5 5; 95 0 2 5; 96 0 2.5 5
23. 97 0 3 5; 98 0 3.5 5; 99 0 4 5; 100 0 0 5.5; 101 0 0.5 5.5; 102 0 1 5.5
24. 103 0 1.5 5.5; 104 0 2 5.5; 105 0 2.5 5.5; 106 0 3 5.5; 107 0 3.5 5.5
25. 108 0 4 5.5; 109 0 0 6; 110 0 0.5 6; 111 0 1 6; 112 0 1.5 6; 113 0 2 6
26. 114 0 2.5 6; 115 0 3 6; 116 0 3.5 6; 117 0 4 6; 118 0 0 6.5; 119 0 0.5 6.5
27. 120 0 1 6.5; 121 0 1.5 6.5; 122 0 2 6.5; 123 0 2.5 6.5; 124 0 3 6.5
28. 125 0 3.5 6.5; 126 0 4 6.5; 127 0 0 7; 128 0 0.5 7; 129 0 1 7; 130 0 1.5 7
29. 131 0 2 7; 132 0 2.5 7; 133 0 3 7; 134 0 3.5 7; 135 0 4 7; 136 0 0 7.5
30. 137 0 0.5 7.5; 138 0 1 7.5; 139 0 1.5 7.5; 140 0 2 7.5; 141 0 2.5 7.5
31. 142 0 3 7.5; 143 0 3.5 7.5; 144 0 4 7.5; 145 0 0 8; 146 0 0.5 8; 147 0 1 8
32. 148 0 1.5 8; 149 0 2 8; 150 0 2.5 8; 151 0 3 8; 152 0 3.5 8; 153 0 4 8
33. 154 45 0 0; 155 45 0.5 0; 156 45 0 0.5; 157 45 0.5 0.5; 158 45 1 0
34. 159 45 1 0.5; 160 45 1.5 0; 161 45 1.5 0.5; 162 45 2 0; 163 45 2 0.5
35. 164 45 2.5 0; 165 45 2.5 0.5; 166 45 3 0; 167 45 3 0.5; 168 45 3.5 0
36. 169 45 3.5 0.5; 170 45 4 0; 171 45 4 0.5; 172 45 0 1; 173 45 0.5 1; 174 45 1 1
37. 175 45 1.5 1; 176 45 2 1; 177 45 2.5 1; 178 45 3 1; 179 45 3.5 1; 180 45 4 1
38. 181 45 0 1.5; 182 45 0.5 1.5; 183 45 1 1.5; 184 45 1.5 1.5; 185 45 2 1.5
STAAD SPACE -- PAGE NO. 2
39. 186 45 2.5 1.5; 187 45 3 1.5; 188 45 3.5 1.5; 189 45 4 1.5; 190 45 0 2
40. 191 45 0.5 2; 192 45 1 2; 193 45 1.5 2; 194 45 2 2; 195 45 2.5 2; 196 45 3 2
41. 197 45 3.5 2; 198 45 4 2; 199 45 0 2.5; 200 45 0.5 2.5; 201 45 1 2.5
42. 202 45 1.5 2.5; 203 45 2 2.5; 204 45 2.5 2.5; 205 45 3 2.5; 206 45 3.5 2.5
43. 207 45 4 2.5; 208 45 0 3; 209 45 0.5 3; 210 45 1 3; 211 45 1.5 3; 212 45 2 3
44. 213 45 2.5 3; 214 45 3 3; 215 45 3.5 3; 216 45 4 3; 217 45 0 3.5
45. 218 45 0.5 3.5; 219 45 1 3.5; 220 45 1.5 3.5; 221 45 2 3.5; 222 45 2.5 3.5
46. 223 45 3 3.5; 224 45 3.5 3.5; 225 45 4 3.5; 226 45 0 4; 227 45 0.5 4
47. 228 45 1 4; 229 45 1.5 4; 230 45 2 4; 231 45 2.5 4; 232 45 3 4; 233 45 3.5 4
48. 234 45 4 4; 235 45 0 4.5; 236 45 0.5 4.5; 237 45 1 4.5; 238 45 1.5 4.5
49. 239 45 2 4.5; 240 45 2.5 4.5; 241 45 3 4.5; 242 45 3.5 4.5; 243 45 4 4.5
50. 244 45 0 5; 245 45 0.5 5; 246 45 1 5; 247 45 1.5 5; 248 45 2 5; 249 45 2.5 5
51. 250 45 3 5; 251 45 3.5 5; 252 45 4 5; 253 45 0 5.5; 254 45 0.5 5.5
52. 255 45 1 5.5; 256 45 1.5 5.5; 257 45 2 5.5; 258 45 2.5 5.5; 259 45 3 5.5
53. 260 45 3.5 5.5; 261 45 4 5.5; 262 45 0 6; 263 45 0.5 6; 264 45 1 6
54. 265 45 1.5 6; 266 45 2 6; 267 45 2.5 6; 268 45 3 6; 269 45 3.5 6; 270 45 4 6
55. 271 45 0 6.5; 272 45 0.5 6.5; 273 45 1 6.5; 274 45 1.5 6.5; 275 45 2 6.5
56. 276 45 2.5 6.5; 277 45 3 6.5; 278 45 3.5 6.5; 279 45 4 6.5; 280 45 0 7
57. 281 45 0.5 7; 282 45 1 7; 283 45 1.5 7; 284 45 2 7; 285 45 2.5 7; 286 45 3 7
58. 287 45 3.5 7; 288 45 4 7; 289 45 0 7.5; 290 45 0.5 7.5; 291 45 1 7.5
59. 292 45 1.5 7.5; 293 45 2 7.5; 294 45 2.5 7.5; 295 45 3 7.5; 296 45 3.5 7.5
60. 297 45 4 7.5; 298 45 0 8; 299 45 0.5 8; 300 45 1 8; 301 45 1.5 8; 302 45 2 8
61. 303 45 2.5 8; 304 45 3 8; 305 45 3.5 8; 306 45 4 8
62. MEMBER INCIDENCES
63. 257 17 170; 258 153 306; 259 45 198; 260 81 234; 261 117 270; 277 299 298
64. ELEMENT INCIDENCES SHELL
65. 1 1 2 4 3; 2 2 5 6 4; 3 5 7 8 6; 4 7 9 10 8; 5 9 11 12 10; 6 11 13 14 12
66. 7 13 15 16 14; 8 15 17 18 16; 9 3 4 20 19; 10 4 6 21 20; 11 6 8 22 21
67. 12 8 10 23 22; 13 10 12 24 23; 14 12 14 25 24; 15 14 16 26 25; 16 16 18 27 26
68. 17 19 20 29 28; 18 20 21 30 29; 19 21 22 31 30; 20 22 23 32 31; 21 23 24 33 32
69. 22 24 25 34 33; 23 25 26 35 34; 24 26 27 36 35; 25 28 29 38 37; 26 29 30 39 38
70. 27 30 31 40 39; 28 31 32 41 40; 29 32 33 42 41; 30 33 34 43 42; 31 34 35 44 43
71. 32 35 36 45 44; 33 37 38 47 46; 34 38 39 48 47; 35 39 40 49 48; 36 40 41 50 49
72. 37 41 42 51 50; 38 42 43 52 51; 39 43 44 53 52; 40 44 45 54 53; 41 46 47 56 55
73. 42 47 48 57 56; 43 48 49 58 57; 44 49 50 59 58; 45 50 51 60 59; 46 51 52 61 60
74. 47 52 53 62 61; 48 53 54 63 62; 49 55 56 65 64; 50 56 57 66 65; 51 57 58 67 66
75. 52 58 59 68 67; 53 59 60 69 68; 54 60 61 70 69; 55 61 62 71 70; 56 62 63 72 71
76. 57 64 65 74 73; 58 65 66 75 74; 59 66 67 76 75; 60 67 68 77 76; 61 68 69 78 77
77. 62 69 70 79 78; 63 70 71 80 79; 64 71 72 81 80; 65 73 74 83 82; 66 74 75 84 83
78. 67 75 76 85 84; 68 76 77 86 85; 69 77 78 87 86; 70 78 79 88 87; 71 79 80 89 88
79. 72 80 81 90 89; 73 82 83 92 91; 74 83 84 93 92; 75 84 85 94 93; 76 85 86 95 94
80. 77 86 87 96 95; 78 87 88 97 96; 79 88 89 98 97; 80 89 90 99 98
81. 81 91 92 101 100; 82 92 93 102 101; 83 93 94 103 102; 84 94 95 104 103
82. 85 95 96 105 104; 86 96 97 106 105; 87 97 98 107 106; 88 98 99 108 107
83. 89 100 101 110 109; 90 101 102 111 110; 91 102 103 112 111; 92 103 104 113 112
84. 93 104 105 114 113; 94 105 106 115 114; 95 106 107 116 115; 96 107 108 117 116
85. 97 109 110 119 118; 98 110 111 120 119; 99 111 112 121 120
86. 100 112 113 122 121; 101 113 114 123 122; 102 114 115 124 123
87. 103 115 116 125 124; 104 116 117 126 125; 105 118 119 128 127
88. 106 119 120 129 128; 107 120 121 130 129; 108 121 122 131 130
89. 109 122 123 132 131; 110 123 124 133 132; 111 124 125 134 133
90. 112 125 126 135 134; 113 127 128 137 136; 114 128 129 138 137
91. 115 129 130 139 138; 116 130 131 140 139; 117 131 132 141 140
92. 118 132 133 142 141; 119 133 134 143 142; 120 134 135 144 143
93. 121 136 137 146 145; 122 137 138 147 146; 123 138 139 148 147
94. 124 139 140 149 148; 125 140 141 150 149; 126 141 142 151 150
STAAD SPACE -- PAGE NO. 3
95. 127 142 143 152 151; 128 143 144 153 152; 129 154 155 157 156
96. 130 155 158 159 157; 131 158 160 161 159; 132 160 162 163 161
97. 133 162 164 165 163; 134 164 166 167 165; 135 166 168 169 167
98. 136 168 170 171 169; 137 156 157 173 172; 138 157 159 174 173
99. 139 159 161 175 174; 140 161 163 176 175; 141 163 165 177 176
100. 142 165 167 178 177; 143 167 169 179 178; 144 169 171 180 179
101. 145 172 173 182 181; 146 173 174 183 182; 147 174 175 184 183
102. 148 175 176 185 184; 149 176 177 186 185; 150 177 178 187 186
103. 151 178 179 188 187; 152 179 180 189 188; 153 181 182 191 190
104. 154 182 183 192 191; 155 183 184 193 192; 156 184 185 194 193
105. 157 185 186 195 194; 158 186 187 196 195; 159 187 188 197 196
106. 160 188 189 198 197; 161 190 191 200 199; 162 191 192 201 200
107. 163 192 193 202 201; 164 193 194 203 202; 165 194 195 204 203
108. 166 195 196 205 204; 167 196 197 206 205; 168 197 198 207 206
109. 169 199 200 209 208; 170 200 201 210 209; 171 201 202 211 210
110. 172 202 203 212 211; 173 203 204 213 212; 174 204 205 214 213
111. 175 205 206 215 214; 176 206 207 216 215; 177 208 209 218 217
112. 178 209 210 219 218; 179 210 211 220 219; 180 211 212 221 220
113. 181 212 213 222 221; 182 213 214 223 222; 183 214 215 224 223
114. 184 215 216 225 224; 185 217 218 227 226; 186 218 219 228 227
115. 187 219 220 229 228; 188 220 221 230 229; 189 221 222 231 230
116. 190 222 223 232 231; 191 223 224 233 232; 192 224 225 234 233
117. 193 226 227 236 235; 194 227 228 237 236; 195 228 229 238 237
118. 196 229 230 239 238; 197 230 231 240 239; 198 231 232 241 240
119. 199 232 233 242 241; 200 233 234 243 242; 201 235 236 245 244
120. 202 236 237 246 245; 203 237 238 247 246; 204 238 239 248 247
121. 205 239 240 249 248; 206 240 241 250 249; 207 241 242 251 250
122. 208 242 243 252 251; 209 244 245 254 253; 210 245 246 255 254
123. 211 246 247 256 255; 212 247 248 257 256; 213 248 249 258 257
124. 214 249 250 259 258; 215 250 251 260 259; 216 251 252 261 260
125. 217 253 254 263 262; 218 254 255 264 263; 219 255 256 265 264
126. 220 256 257 266 265; 221 257 258 267 266; 222 258 259 268 267
127. 223 259 260 269 268; 224 260 261 270 269; 225 262 263 272 271
128. 226 263 264 273 272; 227 264 265 274 273; 228 265 266 275 274
129. 229 266 267 276 275; 230 267 268 277 276; 231 268 269 278 277
130. 232 269 270 279 278; 233 271 272 281 280; 234 272 273 282 281
131. 235 273 274 283 282; 236 274 275 284 283; 237 275 276 285 284
132. 238 276 277 286 285; 239 277 278 287 286; 240 278 279 288 287
133. 241 280 281 290 289; 242 281 282 291 290; 243 282 283 292 291
134. 244 283 284 293 292; 245 284 285 294 293; 246 285 286 295 294
135. 247 286 287 296 295; 248 287 288 297 296; 249 289 290 299 298
136. 250 290 291 300 299; 251 291 292 301 300; 252 292 293 302 301
137. 253 293 294 303 302; 254 294 295 304 303; 255 295 296 305 304
138. 256 296 297 306 305
139. ELEMENT PROPERTY
140. 1 TO 256 THICKNESS 1
141. DEFINE MATERIAL START
142. ISOTROPIC CONCRETE
143. E 2.17185E+07
144. POISSON 0.17
145. DENSITY 23.5616
146. ALPHA 1E-05
147. DAMP 0.05
148. ISOTROPIC NULL
149. E 3.5E+07
150. POISSON 0.17
STAAD SPACE -- PAGE NO. 4
151. DAMP 0.05
152. G 1.49573E+06
153. TYPE CONCRETE
154. STRENGTH FCU 50000
155. END DEFINE MATERIAL
156. MEMBER PROPERTY
157. 257 TO 261 TAPERED 2 0.4 2 1.5 0.4 1.5 0.4
158. 277 PRIS YD 1 ZD 1
159. CONSTANTS
160. MATERIAL CONCRETE ALL
161. SUPPORTS
162. 1 3 19 28 37 46 55 64 73 82 91 100 109 118 127 136 145 154 156 172 181 190 -
163. 199 208 217 226 235 244 253 262 271 280 289 298 FIXED
164. LOAD 1 LOADTYPE DEAD TITLE SW
165. SELFWEIGHT Y -1 LIST 1 TO 261
166. LOAD 2 LOADTYPE DEAD TITLE WATER CURRENT
167. ELEMENT LOAD
168. 129 TRAP GZ JT 0 0.355 0.355 0
169. 130 TRAP GZ JT 0.355 0.71 0.71 0.355
170. 131 TRAP GZ JT 0.71 1.065 1.065 0.71
171. 132 TRAP GZ JT 1.065 1.42 1.42 1.065
172. 137 TRAP GZ JT 0 0.355 0.355 0
173. 138 TRAP GZ JT 0.355 0.71 0.71 0.355
174. 139 TRAP GZ JT 0.71 1.065 1.065 0.71
175. 140 TRAP GZ JT 1.065 1.42 1.42 1.065
176. 145 TRAP GZ JT 0 0.355 0.355 0
177. 146 TRAP GZ JT 0.355 0.71 0.71 0.355
178. 147 TRAP GZ JT 0.71 1.065 1.065 0.71
179. 148 TRAP GZ JT 1.065 1.42 1.42 1.065
180. 153 TRAP GZ JT 0 0.355 0.355 0
181. 154 TRAP GZ JT 0.355 0.71 0.71 0.355
182. 155 TRAP GZ JT 0.71 1.065 1.065 0.71
183. 156 TRAP GZ JT 1.065 1.42 1.42 1.065
184. 161 TRAP GZ JT 0 0.355 0.355 0
185. 162 TRAP GZ JT 0.355 0.71 0.71 0.355
186. 163 TRAP GZ JT 0.71 1.065 1.065 0.71
187. 164 TRAP GZ JT 1.065 1.42 1.42 1.065
188. 169 TRAP GZ JT 0 0.355 0.355 0
189. 170 TRAP GZ JT 0.355 0.71 0.71 0.355
190. 171 TRAP GZ JT 0.71 1.065 1.065 0.71
191. 172 TRAP GZ JT 1.065 1.42 1.42 1.065
192. 177 TRAP GZ JT 0 0.355 0.355 0
193. 178 TRAP GZ JT 0.355 0.71 0.71 0.355
194. 179 TRAP GZ JT 0.71 1.065 1.065 0.71
195. 180 TRAP GZ JT 1.065 1.42 1.42 1.065
196. 185 TRAP GZ JT 0 0.355 0.355 0
197. 186 TRAP GZ JT 0.355 0.71 0.71 0.355
198. 187 TRAP GZ JT 0.71 1.065 1.065 0.71
199. 188 TRAP GZ JT 1.065 1.42 1.42 1.065
200. 193 TRAP GZ JT 0 0.355 0.355 0
201. 194 TRAP GZ JT 0.355 0.71 0.71 0.355
202. 195 TRAP GZ JT 0.71 1.065 1.065 0.71
203. 196 TRAP GZ JT 1.065 1.42 1.42 1.065
204. 201 TRAP GZ JT 0 0.355 0.355 0
205. 202 TRAP GZ JT 0.355 0.71 0.71 0.355
206. 203 TRAP GZ JT 0.71 1.065 1.065 0.71
STAAD SPACE -- PAGE NO. 5
207. 204 TRAP GZ JT 1.065 1.42 1.42 1.065
208. 209 TRAP GZ JT 0 0.355 0.355 0
209. 210 TRAP GZ JT 0.355 0.71 0.71 0.355
210. 211 TRAP GZ JT 0.71 1.065 1.065 0.71
211. 212 TRAP GZ JT 1.065 1.42 1.42 1.065
212. 217 TRAP GZ JT 0 0.355 0.355 0
213. 218 TRAP GZ JT 0.355 0.71 0.71 0.355
214. 219 TRAP GZ JT 0.71 1.065 1.065 0.71
215. 220 TRAP GZ JT 1.065 1.42 1.42 1.065
216. 225 TRAP GZ JT 0 0.355 0.355 0
217. 226 TRAP GZ JT 0.355 0.71 0.71 0.355
218. 227 TRAP GZ JT 0.71 1.065 1.065 0.71
219. 228 TRAP GZ JT 1.065 1.42 1.42 1.065
220. 233 TRAP GZ JT 0 0.355 0.355 0
221. 234 TRAP GZ JT 0.355 0.71 0.71 0.355
222. 235 TRAP GZ JT 0.71 1.065 1.065 0.71
223. 236 TRAP GZ JT 1.065 1.42 1.42 1.065
224. 241 TRAP GZ JT 0 0.355 0.355 0
225. 242 TRAP GZ JT 0.355 0.71 0.71 0.355
226. 243 TRAP GZ JT 0.71 1.065 1.065 0.71
227. 244 TRAP GZ JT 1.065 1.42 1.42 1.065
228. 249 TRAP GZ JT 0 0.355 0.355 0
229. 250 TRAP GZ JT 0.355 0.71 0.71 0.355
230. 251 TRAP GZ JT 0.71 1.065 1.065 0.71
231. 252 TRAP GZ JT 1.065 1.42 1.42 1.065
232. 1 TRAP GZ JT 0 0.355 0.355 0
233. 2 TRAP GZ JT 0.355 0.71 0.71 0.355
234. 3 TRAP GZ JT 0.71 1.065 1.065 0.71
235. 4 TRAP GZ JT 1.065 1.42 1.42 1.065
236. 9 TRAP GZ JT 0 0.355 0.355 0
237. 10 TRAP GZ JT 0.355 0.71 0.71 0.355
238. 11 TRAP GZ JT 0.71 1.065 1.065 0.71
239. 12 TRAP GZ JT 1.065 1.42 1.42 1.065
240. 17 TRAP GZ JT 0 0.355 0.355 0
241. 18 TRAP GZ JT 0.355 0.71 0.71 0.355
242. 19 TRAP GZ JT 0.71 1.065 1.065 0.71
243. 20 TRAP GZ JT 1.065 1.42 1.42 1.065
244. 25 TRAP GZ JT 0 0.355 0.355 0
245. 26 TRAP GZ JT 0.355 0.71 0.71 0.355
246. 27 TRAP GZ JT 0.71 1.065 1.065 0.71
247. 28 TRAP GZ JT 1.065 1.42 1.42 1.065
248. 33 TRAP GZ JT 0 0.355 0.355 0
249. 34 TRAP GZ JT 0.355 0.71 0.71 0.355
250. 35 TRAP GZ JT 0.71 1.065 1.065 0.71
251. 36 TRAP GZ JT 1.065 1.42 1.42 1.065
252. 41 TRAP GZ JT 0 0.355 0.355 0
253. 42 TRAP GZ JT 0.355 0.71 0.71 0.355
254. 43 TRAP GZ JT 0.71 1.065 1.065 0.71
255. 44 TRAP GZ JT 1.065 1.42 1.42 1.065
256. 49 TRAP GZ JT 0 0.355 0.355 0
257. 50 TRAP GZ JT 0.355 0.71 0.71 0.355
258. 51 TRAP GZ JT 0.71 1.065 1.065 0.71
259. 52 TRAP GZ JT 1.065 1.42 1.42 1.065
260. 57 TRAP GZ JT 0 0.355 0.355 0
261. 58 TRAP GZ JT 0.355 0.71 0.71 0.355
262. 59 TRAP GZ JT 0.71 1.065 1.065 0.71
STAAD SPACE -- PAGE NO. 6
263. 60 TRAP GZ JT 1.065 1.42 1.42 1.065
264. 65 TRAP GZ JT 0 0.355 0.355 0
265. 66 TRAP GZ JT 0.355 0.71 0.71 0.355
266. 67 TRAP GZ JT 0.71 1.065 1.065 0.71
267. 68 TRAP GZ JT 1.065 1.42 1.42 1.065
268. 73 TRAP GZ JT 0 0.355 0.355 0
269. 74 TRAP GZ JT 0.355 0.71 0.71 0.355
270. 75 TRAP GZ JT 0.71 1.065 1.065 0.71
271. 76 TRAP GZ JT 1.065 1.42 1.42 1.065
272. 81 TRAP GZ JT 0 0.355 0.355 0
273. 82 TRAP GZ JT 0.355 0.71 0.71 0.355
274. 83 TRAP GZ JT 0.71 1.065 1.065 0.71
275. 84 TRAP GZ JT 1.065 1.42 1.42 1.065
276. 89 TRAP GZ JT 0 0.355 0.355 0
277. 90 TRAP GZ JT 0.355 0.71 0.71 0.355
278. 91 TRAP GZ JT 0.71 1.065 1.065 0.71
279. 92 TRAP GZ JT 1.065 1.42 1.42 1.065
280. 97 TRAP GZ JT 0 0.355 0.355 0
281. 98 TRAP GZ JT 0.355 0.71 0.71 0.355
282. 99 TRAP GZ JT 0.71 1.065 1.065 0.71
283. 100 TRAP GZ JT 1.065 1.42 1.42 1.065
284. 105 TRAP GZ JT 0 0.355 0.355 0
285. 106 TRAP GZ JT 0.355 0.71 0.71 0.355
286. 107 TRAP GZ JT 0.71 1.065 1.065 0.71
287. 108 TRAP GZ JT 1.065 1.42 1.42 1.065
288. 113 TRAP GZ JT 0 0.355 0.355 0
289. 114 TRAP GZ JT 0.355 0.71 0.71 0.355
290. 115 TRAP GZ JT 0.71 1.065 1.065 0.71
291. 116 TRAP GZ JT 1.065 1.42 1.42 1.065
292. 121 TRAP GZ JT 0 0.355 0.355 0
293. 122 TRAP GZ JT 0.355 0.71 0.71 0.355
294. 123 TRAP GZ JT 0.71 1.065 1.065 0.71
295. 124 TRAP GZ JT 1.065 1.42 1.42 1.065
296. PERFORM ANALYSIS PRINT STATICS CHECK
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 306 NUMBER OF MEMBERS 6
NUMBER OF PLATES 256 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 34
Using 64-bit analysis engine.
SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER
TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 1632
TOTAL LOAD COMBINATION CASES = 0 SO FAR.
STAAD SPACE -- PAGE NO. 7
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1
LOADTYPE DEAD TITLE SW
CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)
X = 0.225000000E+02
Y = 0.371040723E+01
Z = 0.399999998E+01
TOTAL APPLIED LOAD 1
***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = -10414.23
SUMMATION FORCE-Z = 0.00
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 41656.91 MY= 0.00 MZ= -234320.12
TOTAL REACTION LOAD 1
***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 10414.23
SUMMATION FORCE-Z = -0.00
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -41656.91 MY= 0.00 MZ= 234320.12
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)
MAXIMUMS AT NODE
X = -8.90368E-02 234
Y = -3.90354E-02 170
Z = -2.22637E-02 170
RX= 1.28207E-03 306
RY= -1.24544E-03 153
RZ= 4.72429E-03 170
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2
LOADTYPE DEAD TITLE WATER CURRENT
CENTER OF FORCE BASED ON Z FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)
X = 0.225000000E+02
Y = 0.133333333E+01
Z = 0.399999998E+01
STAAD SPACE -- PAGE NO. 8
TOTAL APPLIED LOAD 2
***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 2 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 0.00
SUMMATION FORCE-Z = 22.72
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 30.29 MY= -511.20 MZ= 0.00
TOTAL REACTION LOAD 2
***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 2 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 0.00
SUMMATION FORCE-Z = -22.72
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -30.29 MY= 511.20 MZ= 0.00
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2)
MAXIMUMS AT NODE
X = -1.52311E-08 17
Y = 9.55149E-06 5
Z = 2.75606E-05 17
RX= 1.60192E-07 2
RY= 2.43932E-10 153
RZ= 2.23799E-10 153
************ END OF DATA FROM INTERNAL STORAGE ************
297. FINISH