Building design using staad pro |staad pro building design
Building design using staad pro |staad pro building design |
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INTRODUCTION TO BUILDING DESIGN USING STAAD PRO
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Load calculation for building design using staad pro
STAAD INPUT FILE FOR BUILDING DESIGN USING STAAD PRO
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.21467e+009
POISSON 0.17
DENSITY 2402.62
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2.81228e+006
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
247 TO 254 285 PRIS YD 0.3
183 TO 186 199 TO 206 PRIS YD 0.23 ZD 0.3
43 TO 56 58 TO 61 63 TO 65 68 TO 70 73 TO 76 255 256 263 267 268 -
275 PRIS YD 0.45 ZD 0.23
187 TO 198 207 TO 242 283 286 PRIS YD 0.23 ZD 0.3
243 TO 246 284 PRIS YD 0.23 ZD 0.23
78 TO 91 93 TO 96 98 TO 100 103 TO 105 108 TO 111 113 TO 126 128 TO 131 133 -
134 TO 135 138 TO 140 143 TO 146 148 TO 161 163 TO 166 168 TO 170 173 TO 175 -
178 TO 181 257 TO 262 264 265 269 TO 274 276 TO 282 PRIS YD 0.38 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 3 6 TO 8 10 TO 12 15 TO 17 21 TO 23 25 TO 27 PINNED
LOAD 1 LOADTYPE Dead TITLE DEAD & LIVE
SELFWEIGHT Y -1
MEMBER LOAD
*GF 230
43 44 49 TO 51 54 TO 56 58 TO 60 63 65 68 TO 70 73 UNI GY -1557
*GF 115
46 47 52 61 75 76 255 256 263 267 268 275 UNI GY -778
*FF & SF 230
78 79 84 TO 86 89 TO 91 93 TO 95 98 100 103 TO 105 108 113 114 119 TO 121 -
124 TO 126 128 TO 130 133 135 138 TO 140 143 UNI GY -1157
*FF & SF 115
81 82 87 96 110 111 116 117 122 131 145 146 257 TO 260 264 265 269 TO 272 -
276 277 UNI GY -580
*PARAPET WALL
53 74 88 109 123 144 148 149 158 159 161 164 165 168 170 173 174 179 -
279 TO 282 UNI GY -400
*HR
156 157 180 UNI GY -892
FLOOR LOAD
YRANGE 3 9 FLOAD -625 GY
*ROOF LOAD
YRANGE 11 13 FLOAD -775 GY
*HR
YRANGE 14 16 FLOAD -625 GY
*SUNKEN
YRANGE 3 9 FLOAD -475 XRANGE 0 1.5 ZRANGE 3.52 5.04 GY
*WATER TANK
*YRANGE 14 16 FLOAD -1000 GY
LOAD 2 LOADTYPE None TITLE COMB
REPEAT LOAD
1 1.5
PDELTA ANALYSIS SMALLDELTA
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 30 MEMB 183 TO 254 283 TO 286
CLEAR 25 MEMB 43 TO 56 58 TO 61 63 TO 65 68 TO 70 73 TO 76 78 TO 91 -
93 TO 96 98 TO 100 103 TO 105 108 TO 111 113 TO 126 128 TO 131 133 TO 135 -
138 TO 140 143 TO 146 148 TO 161 163 TO 166 168 TO 170 173 TO 175 -
178 TO 181 255 TO 265 267 TO 282
FC 20 ALL
FYMAIN 500 ALL
FYSEC 500 ALL
TORSION 1 MEMB 43 TO 56 58 TO 61 63 TO 65 68 TO 70 73 TO 76 78 TO 91 -
93 TO 96 98 TO 100 103 TO 105 108 TO 111 113 TO 126 128 TO 131 133 TO 135 -
138 TO 140 143 TO 146 148 TO 161 163 TO 166 168 TO 170 173 TO 175 -
178 TO 181 255 TO 265 267 TO 282
DESIGN BEAM 43 TO 56 58 TO 61 63 TO 65 68 TO 70 73 TO 76 78 TO 91 93 TO 96 -
98 TO 100 103 TO 105 108 TO 111 113 TO 126 128 TO 131 133 TO 135 138 TO 140 -
143 TO 146 148 TO 161 163 TO 166 168 TO 170 173 TO 175 178 TO 181 -
255 TO 265 267 TO 282
DESIGN COLUMN 183 TO 254 283 TO 286
END CONCRETE DESIGN
UNIT METER MTON
LOAD LIST 1
PRINT SUPPORT REACTION
UNIT METER KG
PRINT SUPPORT REACTION
FINISH
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