STAAD PRO INTRODUCTION |STAAD PRO INTRO | STAAD PRO BEACH HOUSE DESIGN
STAAD PRO INTRODUCTION |STAAD PRO INTRO | STAAD PRO BEACH HOUSE DESIGN
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1.STAAD PRO FILES
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2.COMPARISON
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| STAAD PRO INTRODUCTION |
3. LOAD CALCULATION
4. STAAD PRO INPUT FILES
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 AMERICAN
7 TO 15 22 TO 36 PRIS YD 0.3 ZD 0.3
100 TO 123 PRIS YD 0.45 ZD 0.3
211 TO 213 PRIS YD 0.45 ZD 0.23
201 TO 210 214 TO 220 222 TO 228 301 TO 322 PRIS YD 0.45 ZD 0.3
UNIT METER MTON
MEMBER PROPERTY AMERICAN
1 TO 6 16 TO 21 PRIS YD 0.3 ZD 0.45
UNIT METER KG
MEMBER PROPERTY AMERICAN
221 323 324 PRIS YD 0.25 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 3 5 TO 14 PINNED
UNIT METER MTON
MEMBER RELEASE
3 6 9 12 END MP 0.5
UNIT METER KG
LOAD 1 LOADTYPE None TITLE DL + LL
MEMBER LOAD
100 TO 105 107 109 TO 117 120 TO 123 201 202 205 TO 207 214 TO 219 222 223 -
226 TO 228 UNI GY -1660
322 UNI GY -1660 2.6 3.6
322 UNI GY -1660 0 2.6
224 UNI GY -1660 0 1.05
209 UNI GY -1660 2.65 3.65
209 UNI GY -1660 0 2.65
208 UNI GY -1660 0 3.65
204 324 UNI GY -1660 2.65 3.65
204 UNI GY -1660 0 2.65
203 UNI GY -1660 0 3.65
210 TO 213 225 306 314 318 UNI GY -400
304 UNI GY -400 3.65 7.3
304 UNI GY -400 0 3.65
303 UNI GY -400 3.65 7.3
303 UNI GY -400 0 3.65
106 108 118 119 UNI GY -265
FLOOR LOAD
YRANGE 5.9 6 FLOAD -675 GY
YRANGE 10.1 10.2 FLOAD -825 GY
YRANGE 5.9 6 FLOAD -750 XRANGE 0 5.2 ZRANGE 0 2.35 GY
YRANGE 5.9 6 FLOAD -750 XRANGE 12.5 17.7 ZRANGE 0 2.35 GY
YRANGE 5.9 10.3 FLOAD -200 XRANGE 5.2 12.5 ZRANGE 1 7 GY
MEMBER LOAD
214 226 308 319 UNI GY -500
SELFWEIGHT Y -1 LIST ALL
LOAD 2 LOADTYPE None TITLE LOAD COMBIN
REPEAT LOAD
1 1.5
PDELTA ANALYSIS SMALLDELTA
LOAD LIST 2
START CONCRETE DESIGN
ODE INDIAN
UNIT MMS NEWTON
CLEAR 40 MEMB 1 TO 36
CLEAR 30 MEMB 100 TO 123 201 TO 228 301 TO 324
FYMAIN 500 MEMB 1 TO 36 100 TO 123 201 TO 228 301 TO 321
FYSEC 500 ALL
FC 20 MEMB 1 TO 36 100 TO 123 201 TO 228 301 TO 321
DESIGN COLUMN 1 TO 36
TORSION 1 MEMB 100 TO 123 201 TO 228 301 TO 324
DESIGN BEAM 100 TO 123 201 TO 228 301 TO 324
END CONCRETE DESIGN
LOAD LIST 10
UNIT METER MTON
PRINT SUPPORT REACTION
UNIT METER KG
PRINT SUPPORT REACTION
FINISH
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