STAAD PRO TUTORIAL PDF |STAAD PRO V8i TUTORIAL PDF
STAAD PRO TUTORIAL PDF |STAAD PRO V8i TUTORIAL PDF
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LOAD CALCULATION FOP STAAD PRO
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
224 TO 229 236 TO 241 248 TO 253 260 TO 265 272 TO 277 284 TO 289 PRIS YD 0.3
209 TO 211 218 TO 223 230 TO 235 242 TO 247 254 TO 259 266 TO 271 278 TO 283 -
290 TO 295 302 TO 304 PRIS YD 0.23 ZD 0.3
212 TO 217 296 TO 301 PRIS YD 0.3 ZD 0.23
53 56 59 62 65 68 71 74 77 80 81 84 85 88 89 92 93 96 97 100 101 104 105 126 -
129 132 133 136 137 140 141 144 145 148 149 152 153 156 157 178 181 184 185 -
188 189 192 193 196 197 200 201 204 205 208 305 TO 322 335 TO 338 351 -
352 PRIS YD 0.3 ZD 0.23
108 111 114 117 120 123 160 163 166 169 172 175 323 TO 334 339 TO 349 -
350 PRIS YD 0.45 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 32 PINNED
LOAD 1 LOADTYPE None TITLE LOAD CASE 1
SELFWEIGHT Y -1
MEMBER LOAD
53 74 77 80 81 84 85 88 89 92 93 96 97 100 101 104 105 126 129 132 133 136 -
137 140 141 144 145 148 149 152 153 156 305 306 319 TO 322 335 -
336 UNI GY -13.2
157 178 181 184 185 188 189 192 193 196 197 200 201 204 205 208 337 338 351 -
352 UNI GY -4
FLOOR LOAD
YRANGE 3 10 FLOAD -8.23759 GY
LOAD 2 LOADTYPE None TITLE LOAD CASE 2
REPEAT LOAD
1 1.5
PDELTA ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 40 MEMB 209 TO 304
CLEAR 30 MEMB 53 56 59 62 65 68 71 74 77 80 81 84 85 88 89 92 93 96 97 100 -
101 104 105 108 111 114 117 120 123 126 129 132 133 136 137 140 141 144 145 -
148 149 152 153 156 157 160 163 166 169 172 175 178 181 184 185 188 189 192 -
193 196 197 200 201 204 205 208 305 TO 352
FC 20 MEMB 53 56 59 62 65 68 71 74 77 80 81 84 85 88 89 92 93 96 97 100 101 -
104 105 108 111 114 117 120 123 126 129 132 133 136 137 140 141 144 145 148 -
149 152 153 156 157 160 163 166 169 172 175 178 181 184 185 188 189 192 193 -
196 197 200 201 204 205 208 TO 304
FYMAIN 500 MEMB 53 56 59 62 65 68 71 74 77 80 81 84 85 88 89 92 93 96 97 100 -
101 104 105 108 111 114 117 120 123 126 129 132 133 136 137 140 141 144 145 -
148 149 152 153 156 157 160 163 166 169 172 175 178 181 184 185 188 189 192 -
193 196 197 200 201 204 205 208 TO 304
FYSEC 500 ALL
TORSION 1 MEMB 53 56 59 62 65 68 71 74 77 80 81 84 85 88 89 92 93 96 97 100 -
101 104 105 108 111 114 117 120 123 126 129 132 133 136 137 140 141 144 145 -
148 149 152 153 156 157 160 163 166 169 172 175 178 181 184 185 188 189 192 -
193 196 197 200 201 204 205 208 305 TO 352
UNIT METER KG
DESIGN BEAM 53 56 59 62 65 68 71 74 77 80 81 84 85 88 89 92 93 96 97 100 101 -
104 105 108 111 114 117 120 123 126 129 132 133 136 137 140 141 144 145 148 -
149 152 153 156 157 160 163 166 169 172 175 178 181 184 185 188 189 192 193 -
196 197 200 201 204 205 208 305 TO 352
DESIGN COLUMN 209 TO 304
END CONCRETE DESIGN
UNIT METER MTON
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SOM/MOS
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RESIDENTIAL PLAN
#1 (40' x 80') - Click here
#2 (30' x 50') - Click here
#3 (30' x 24') - Click here
#4 (30' x 60') - Click here
#5 (30' x 70') - Click here
#6 (25' x 60') - Click here
#7 (20' x 60') - Click here
#8 (30' x 40') - Click here
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