staad pro procedure| staad file for cottage plan
Staad pro procedure| staad file for cottage plan
staad file - cottage plan
We have given load calculation for the cottage house building. if you have any doubt join us in the below-given link and you can contact us for more related staad profiles & AutoCAD files.
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LOAD CALCULATION
DOWNLOAD STAAD PRO FILE FOR COTTAGE PLAN
STAAD PRO INPUT FILES
COTTAGE HOUSE
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Beam fc fe 1 2 3 4 5
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101 M20 Fe500 LENGTH: 2300.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 175.95 0.00 0.00 0.00 175.95
BOTTOM 0.00 161.87 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
102 M20 Fe500 LENGTH: 2600.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 161.87 161.87
BOTTOM 0.00 161.87 161.87 0.00 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
103 M20 Fe500 LENGTH: 3000.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 161.87
BOTTOM 0.00 161.87 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
104 M20 Fe500 LENGTH: 2300.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 0.00
BOTTOM 0.00 161.87 161.87 161.87 161.87
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
105 M20 Fe500 LENGTH: 5600.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 161.87
BOTTOM 0.00 161.87 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
106 M20 Fe500 LENGTH: 2300.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 161.87 161.87
BOTTOM 0.00 161.87 161.87 0.00 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
107 M20 Fe500 LENGTH: 2600.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 161.87 0.00 0.00 161.87
BOTTOM 0.00 0.00 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
108 M20 Fe500 LENGTH: 3000.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 161.87
BOTTOM 0.00 161.87 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
109 M20 Fe500 LENGTH: 2300.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 161.87 161.87
BOTTOM 0.00 161.87 161.87 0.00 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
110 M20 Fe500 LENGTH: 2600.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 161.87 0.00 0.00 161.87
BOTTOM 0.00 0.00 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
111 M20 Fe500 LENGTH: 3000.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 161.87
BOTTOM 0.00 161.87 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
* Version 20.07.11.33 Page No: 2
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Beam fc fe 1 2 3 4 5
--------------------------------------------------------------------------------
112 M20 Fe500 LENGTH: 2633.3 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 161.87
BOTTOM 0.00 161.87 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
113 M20 Fe500 LENGTH: 2633.3 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 161.87
BOTTOM 0.00 161.87 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
114 M20 Fe500 LENGTH: 2633.3 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 0.00
BOTTOM 0.00 161.87 161.87 161.87 161.87
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
115 M20 Fe500 LENGTH: 2800.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 161.87
BOTTOM 0.00 161.87 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
116 M20 Fe500 LENGTH: 2800.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 162.27 162.27 0.00 162.27 229.89
BOTTOM 0.00 0.00 161.87 0.00 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
117 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 312.49 0.00 0.00 0.00 270.95
BOTTOM 0.00 162.27 240.68 162.27 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
118 M20 Fe500 LENGTH: 2000.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 169.76 162.27 162.27 162.27 162.27
BOTTOM 0.00 0.00 0.00 0.00 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
119 M20 Fe500 LENGTH: 2800.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 0.00
BOTTOM 0.00 161.87 161.87 163.11 161.87
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
120 M20 Fe500 LENGTH: 1100.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 0.00 0.00 161.87 161.87 192.35
BOTTOM 161.87 161.87 0.00 0.00 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
121 M20 Fe500 LENGTH: 1700.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 161.87 161.87
BOTTOM 0.00 161.87 161.87 0.00 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
122 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 0.00
BOTTOM 0.00 161.87 161.87 161.87 161.87
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
* Version 20.07.11.33 Page No: 3
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Beam fc fe 1 2 3 4 5
--------------------------------------------------------------------------------
123 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 208.02 0.00 0.00 0.00 205.57
BOTTOM 0.00 184.25 328.01 185.46 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
124 M20 Fe500 LENGTH: 3900.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 161.87 0.00 0.00 0.00 161.87
BOTTOM 0.00 161.87 161.87 161.87 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
125 M20 Fe500 LENGTH: 1700.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 162.27 0.00 162.27 162.27 227.91
BOTTOM 0.00 161.87 0.00 0.00 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
126 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 296.33 0.00 0.00 0.00 259.46
BOTTOM 0.00 162.27 253.35 162.27 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
127 M20 Fe500 LENGTH: 2000.0 SIZE: 230.0 450.0 COVER: 30.0
TOP 169.53 0.00 162.27 162.27 162.27
BOTTOM 0.00 161.87 0.00 0.00 0.00
Min. Ast. 162.26 SHEAR #8-2@300 #8-2@300 #8-2@300 #8-2@300 #8-2@300
--------------------------------------------------------------------------------
201 M20 Fe500 LENGTH: 2300.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 154.45 0.00 0.00 0.00 154.45
BOTTOM 0.00 154.45 154.45 154.45 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
202 M20 Fe500 LENGTH: 2600.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 154.45 0.00 0.00 154.45 282.48
BOTTOM 0.00 154.45 154.45 0.00 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
203 M20 Fe500 LENGTH: 3000.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 289.38 0.00 0.00 0.00 0.00
BOTTOM 0.00 154.05 196.64 159.32 154.05
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
204 M20 Fe500 LENGTH: 5600.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 376.43 31.83 485.41 50.14 337.59
BOTTOM 0.00 701.06 1124.46 718.58 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@285 #8-2@285 #8-2@285 #8-2@295
--------------------------------------------------------------------------------
205 M20 Fe500 LENGTH: 2300.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 154.05 0.00 0.00 154.05 323.57
BOTTOM 0.00 154.45 154.45 0.00 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
206 M20 Fe500 LENGTH: 2600.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 171.00 0.00 0.00 154.45 204.09
BOTTOM 0.00 154.45 154.45 0.00 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
* Version 20.07.11.33 Page No: 4
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Beam fc fe 1 2 3 4 5
--------------------------------------------------------------------------------
207 M20 Fe500 LENGTH: 3000.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 238.91 0.00 0.00 0.00 0.00
BOTTOM 0.00 154.45 230.12 207.25 154.45
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
208 M20 Fe500 LENGTH: 2300.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 154.45 0.00 0.00 154.45 263.63
BOTTOM 0.00 154.45 154.45 0.00 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
209 M20 Fe500 LENGTH: 2600.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 270.33 154.45 0.00 0.00 161.55
BOTTOM 0.00 0.00 154.05 154.05 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
210 M20 Fe500 LENGTH: 3000.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 169.64 0.00 0.00 0.00 154.05
BOTTOM 0.00 154.05 213.37 154.05 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
211 M20 Fe500 LENGTH: 2633.3 SIZE: 230.0 430.0 COVER: 30.0
TOP 154.45 0.00 0.00 0.00 154.45
BOTTOM 0.00 154.45 154.45 154.45 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
212 M20 Fe500 LENGTH: 2633.3 SIZE: 230.0 430.0 COVER: 30.0
TOP 154.45 0.00 0.00 0.00 154.45
BOTTOM 0.00 154.45 154.45 154.45 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
213 M20 Fe500 LENGTH: 2633.3 SIZE: 230.0 430.0 COVER: 30.0
TOP 154.45 0.00 0.00 0.00 0.00
BOTTOM 0.00 154.45 154.45 154.45 154.45
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
214 M20 Fe500 LENGTH: 2800.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 154.45 0.00 0.00 0.00 224.43
BOTTOM 0.00 154.05 167.48 154.05 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
215 M20 Fe500 LENGTH: 2800.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 215.80 154.05 0.00 154.05 398.04
BOTTOM 0.00 0.00 154.45 0.00 0.00
Min. Ast. 154.44 SHEAR #8-2@290 #8-2@290 #8-2@290 #8-2@290 #8-2@290
--------------------------------------------------------------------------------
216 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 521.79 0.00 0.00 0.00 463.60
BOTTOM 0.00 162.00 434.76 182.94 0.00
Min. Ast. 154.44 SHEAR #8-2@290 #8-2@295 #8-2@295 #8-2@295 #8-2@290
--------------------------------------------------------------------------------
217 M20 Fe500 LENGTH: 2000.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 282.31 172.09 154.45 154.45 154.45
BOTTOM 0.00 0.00 0.00 0.00 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
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* Version 20.07.11.33 Page No: 5
COTTAGE HOUSE
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Beam fc fe 1 2 3 4 5
--------------------------------------------------------------------------------
218 M20 Fe500 LENGTH: 3900.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 236.63 0.00 0.00 0.00 507.19
BOTTOM 0.00 310.68 545.75 206.32 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@290 #8-2@295 #8-2@290
--------------------------------------------------------------------------------
219 M20 Fe500 LENGTH: 1700.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 430.31 270.83 0.00 154.45 154.45
BOTTOM 0.00 0.00 174.83 0.00 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
220 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 319.38 0.00 235.85 0.00 301.49
BOTTOM 0.00 548.71 902.80 559.56 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@285 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
221 M20 Fe500 LENGTH: 3900.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 154.45 0.00 0.00 0.00 295.32
BOTTOM 0.00 238.17 351.19 154.45 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
222 M20 Fe500 LENGTH: 1700.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 257.11 0.00 352.69 436.18 546.50
BOTTOM 0.00 295.12 0.00 0.00 0.00
Min. Ast. 154.44 SHEAR #8-2@295 #8-2@295 #8-2@295 #8-2@290 #8-2@290
--------------------------------------------------------------------------------
223 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 726.39 0.00 0.00 0.00 683.30
BOTTOM 65.22 256.64 651.88 277.87 17.63
Min. Ast. 154.44 SHEAR #8-2@285 #8-2@295 #8-2@290 #8-2@295 #8-2@285
--------------------------------------------------------------------------------
224 M20 Fe500 LENGTH: 2000.0 SIZE: 230.0 430.0 COVER: 30.0
TOP 480.67 268.33 154.45 154.45 154.45
BOTTOM 0.00 0.00 0.00 0.00 0.00
Min. Ast. 154.44 SHEAR #8-2@290 #8-2@295 #8-2@295 #8-2@295 #8-2@295
--------------------------------------------------------------------------------
301 M20 Fe500 LENGTH: 2300.0 SIZE: 230.0 230.0 COVER: 30.0
TOP 76.25 0.00 0.00 0.00 76.25
BOTTOM 0.00 76.25 76.25 76.25 0.00
Min. Ast. 76.24 SHEAR #8-2@145 #8-2@145 #8-2@145 #8-2@145 #8-2@145
--------------------------------------------------------------------------------
302 M20 Fe500 LENGTH: 2300.0 SIZE: 230.0 230.0 COVER: 30.0
TOP 76.25 0.00 0.00 76.25 105.73
BOTTOM 0.00 76.25 76.25 0.00 0.00
Min. Ast. 76.24 SHEAR #8-2@145 #8-2@145 #8-2@145 #8-2@145 #8-2@145
--------------------------------------------------------------------------------
303 M20 Fe500 LENGTH: 2600.0 SIZE: 230.0 230.0 COVER: 30.0
TOP 112.57 0.00 0.00 0.00 76.25
BOTTOM 0.00 76.25 76.25 76.25 0.00
Min. Ast. 76.24 SHEAR #8-2@145 #8-2@145 #8-2@145 #8-2@145 #8-2@145
--------------------------------------------------------------------------------
304 M20 Fe500 LENGTH: 3000.0 SIZE: 230.0 230.0 COVER: 30.0
TOP 76.96 0.00 0.00 0.00 76.25
BOTTOM 0.00 76.25 76.25 76.25 0.00
Min. Ast. 76.24 SHEAR #8-2@145 #8-2@145 #8-2@145 #8-2@145 #8-2@145
--------------------------------------------------------------------------------
* Version 20.07.11.33 Page No: 6
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Beam fc fe 1 2 3 4 5
--------------------------------------------------------------------------------
307 M20 Fe500 LENGTH: 3000.0 SIZE: 230.0 230.0 COVER: 30.0
TOP 227.30 76.25 0.00 0.00 76.25
BOTTOM 0.00 0.00 75.85 75.85 0.00
Min. Ast. 76.24 SHEAR #8-2@145 #8-2@145 #8-2@145 #8-2@145 #8-2@145
--------------------------------------------------------------------------------
310 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 230.0 COVER: 30.0
TOP 363.39 0.00 0.00 0.00 196.11
BOTTOM 29.56 75.85 176.64 83.80 0.00
Min. Ast. 76.24 SHEAR #8-2@145 #8-2@145 #8-2@145 #8-2@145 #8-2@145
--------------------------------------------------------------------------------
313 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 230.0 COVER: 30.0
TOP 243.08 0.00 0.00 0.00 224.41
BOTTOM 0.00 75.85 192.13 75.85 0.00
Min. Ast. 76.24 SHEAR #8-2@145 #8-2@145 #8-2@145 #8-2@145 #8-2@145
--------------------------------------------------------------------------------
314 M20 Fe500 LENGTH: 4900.0 SIZE: 230.0 230.0 COVER: 30.0
TOP 116.93 0.00 0.00 0.00 115.27
BOTTOM 0.00 76.25 100.14 76.25 0.00
Min. Ast. 76.24 SHEAR #8-2@145 #8-2@145 #8-2@145 #8-2@145 #8-2@145
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* Version 20.07.11.33 Page No: 1
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Col. fc fe Length Cross Sec. Cover Reinf. Area Tie Reinf.
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1 M20 Fe500 2000.0 230.0 230.0 40.0 178. # 8 @ 190
2 M20 Fe500 4000.0 230.0 230.0 40.0 114. # 8 @ 190
3 M20 Fe500 4000.0 230.0 230.0 40.0 312. # 8 @ 190
4 M20 Fe500 2000.0 230.0 230.0 40.0 301. # 8 @ 190
5 M20 Fe500 4000.0 230.0 230.0 40.0 512. # 8 @ 230
6 M20 Fe500 4000.0 230.0 230.0 40.0 404. # 8 @ 190
7 M20 Fe500 4000.0 230.0 230.0 40.0 300. # 8 @ 190
8 M20 Fe500 2000.0 230.0 230.0 40.0 224. # 8 @ 190
9 M20 Fe500 2000.0 230.0 230.0 40.0 150. # 8 @ 190
10 M20 Fe500 4000.0 230.0 230.0 40.0 270. # 8 @ 190
11 M20 Fe500 4000.0 230.0 230.0 40.0 160. # 8 @ 190
13 M20 Fe500 2000.0 230.0 230.0 40.0 218. # 8 @ 190
14 M20 Fe500 4000.0 230.0 230.0 40.0 1334. # 8 @ 190
16 M20 Fe500 2000.0 230.0 230.0 40.0 385. # 8 @ 190
17 M20 Fe500 4000.0 230.0 230.0 40.0 1112. # 8 @ 230
18 M20 Fe500 2000.0 230.0 230.0 40.0 228. # 8 @ 190
19 M20 Fe500 2000.0 230.0 230.0 40.0 385. # 8 @ 190
20 M20 Fe500 4000.0 230.0 230.0 40.0 699. # 8 @ 230
21 M20 Fe500 4000.0 230.0 230.0 40.0 56. # 8 @ 190
22 M20 Fe500 2000.0 230.0 230.0 40.0 303. # 8 @ 190
23 M20 Fe500 4000.0 230.0 230.0 40.0 455. # 8 @ 230
24 M20 Fe500 4000.0 230.0 230.0 40.0 271. # 8 @ 190
25 M20 Fe500 4000.0 230.0 230.0 40.0 1127. # 8 @ 230
26 M20 Fe500 2000.0 230.0 230.0 40.0 634. # 8 @ 230
27 M20 Fe500 2000.0 230.0 230.0 40.0 375. # 8 @ 190
28 M20 Fe500 4000.0 230.0 230.0 40.0 680. # 8 @ 230
29 M20 Fe500 4000.0 230.0 230.0 40.0 551. # 8 @ 230
30 M20 Fe500 2000.0 230.0 230.0 40.0 316. # 8 @ 190
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* Version 20.07.11.33 Page No: 2
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Col. fc fe Length Cross Sec. Cover Reinf. Area Tie Reinf.
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31 M20 Fe500 4000.0 230.0 230.0 40.0 505. # 8 @ 230
32 M20 Fe500 4000.0 230.0 230.0 40.0 957. # 8 @ 230
33 M20 Fe500 4000.0 230.0 230.0 40.0 207. # 8 @ 190
35 M20 Fe500 2000.0 230.0 230.0 40.0 234. # 8 @ 190
36 M20 Fe500 2000.0 230.0 230.0 40.0 677. # 8 @ 230
37 M20 Fe500 4000.0 230.0 230.0 40.0 1172. # 8 @ 230
38 M20 Fe500 4000.0 230.0 230.0 40.0 809. # 8 @ 190
39 M20 Fe500 2000.0 230.0 230.0 40.0 391. # 8 @ 190
40 M20 Fe500 4000.0 230.0 230.0 40.0 846. # 8 @ 190
41 M20 Fe500 4000.0 230.0 230.0 40.0 527. # 8 @ 230
42 M20 Fe500 2000.0 230.0 230.0 40.0 17. # 8 @ 190
43 M20 Fe500 4000.0 230.0 230.0 40.0 35. # 8 @ 190
44 M20 Fe500 4000.0 230.0 230.0 40.0 55. # 8 @ 190
45 M20 Fe500 2000.0 230.0 230.0 40.0 67. # 8 @ 190
46 M20 Fe500 4000.0 230.0 230.0 40.0 57. # 8 @ 190
47 M20 Fe500 2000.0 230.0 230.0 40.0 70. # 8 @ 190
48 M20 Fe500 2000.0 230.0 230.0 40.0 16. # 8 @ 190
49 M20 Fe500 4000.0 230.0 230.0 40.0 69. # 8 @ 190
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* Version 20.07.11.33 Page No: 1
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SUPPORT REACTIONS OF THE ANALYSIS
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* Version 20.07.11.33 Page No: 1
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STAAD Input File
1. STAAD SPACE
2. START JOB INFORMATION
3. ENGINEER DATE 30-DEC-17
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KG
7. JOINT COORDINATES
8. 1 0 0 0; 2 2.3 0 0; 3 4.9 0 0; 4 7.9 0 0; 5 0 0 2.8; 6 2.3 0 3.9; 7 7.9
9. 8 0 0 5.6; 9 2.3 0 5.6; 10 4.9 0 5.6; 11 7.9 0 5.6; 12 0 0 10.5; 13 2.3
10. 14 4.9 0 10.5; 15 7.9 0 10.5; 16 0 0 12.5; 17 2.63333 0 12.5
11. 18 5.26667 0 12.5; 19 7.9 0 12.5; 20 0 2 0; 21 2.3 2 0; 22 4.9 2 0; 23 7
12. 24 0 2 2.8; 25 2.3 2 2.8; 26 2.3 2 3.9; 27 7.9 2 3.9; 28 0 2 5.6; 29 2.3
13. 30 4.9 2 5.6; 31 7.9 2 5.6; 32 0 2 10.5; 33 2.3 2 10.5; 34 4.9 2 10.5
14. 35 7.9 2 10.5; 36 0 2 12.5; 37 2.63333 2 12.5; 38 5.26667 2 12.5
15. 39 7.9 2 12.5; 40 0 6 0; 41 2.3 6 0; 42 4.9 6 0; 43 7.9 6 0; 44 0 6 2.8
16. 45 2.3 6 3.9; 46 7.9 6 3.9; 47 0 6 5.6; 48 2.3 6 5.6; 49 4.9 6 5.6
17. 50 7.9 6 5.6; 51 0 6 10.5; 52 2.3 6 10.5; 53 4.9 6 10.5; 54 7.9 6 10.5
18. 55 0 6 12.5; 56 2.63333 6 12.5; 57 5.26667 6 12.5; 58 7.9 6 12.5; 59 0 1
19. 60 2.3 10 0; 63 0 10 5.6; 64 2.3 10 5.6; 65 4.9 10 5.6; 66 7.9 10 5.6
20. 67 0 10 10.5; 69 4.9 10 10.5; 70 7.9 10 10.5
21. MEMBER INCIDENCES
22. 1 1 20; 2 20 40; 3 40 59; 4 2 21; 5 21 41; 6 41 60; 7 22 42; 8 3 22; 9 4
23. 10 23 43; 11 24 44; 13 5 24; 14 26 45; 16 6 26; 17 27 46; 18 7 27; 19 8
24. 20 28 47; 21 47 63; 22 9 29; 23 29 48; 24 48 64; 25 30 49; 26 10 30; 27
25. 28 31 50; 29 50 66; 30 12 32; 31 32 51; 32 51 67; 33 33 52; 35 13 33; 36
26. 37 34 53; 38 53 69; 39 15 35; 40 35 54; 41 54 70; 42 16 36; 43 36 55; 44
27. 45 17 37; 46 38 57; 47 18 38; 48 19 39; 49 39 58; 50 49 65; 101 20 21
28. 102 21 22; 103 22 23; 104 24 25; 105 26 27; 106 28 29; 107 29 30; 108 30
29. 109 32 33; 110 33 34; 111 34 35; 112 36 37; 113 37 38; 114 38 39; 115 20
30. 116 24 28; 117 28 32; 118 32 36; 119 21 25; 120 25 26; 121 26 29; 122 29
31. 123 30 34; 124 23 27; 125 27 31; 126 31 35; 127 35 39; 201 40 41; 202 41
32. 203 42 43; 204 45 46; 205 47 48; 206 48 49; 207 49 50; 208 51 52; 209 52
33. 210 53 54; 211 55 56; 212 56 57; 213 57 58; 214 40 44; 215 44 47; 216 47
34. 217 51 55; 218 41 45; 219 45 48; 220 49 53; 221 43 46; 222 46 50; 223 50
35. 224 54 58; 301 59 60; 302 63 64; 303 64 65; 304 65 66; 305 67 69; 307 69
36. 308 59 63; 310 63 67; 311 60 64; 313 65 69; 314 66 70
37. DEFINE MATERIAL START
38. ISOTROPIC CONCRETE
39. E 2.21467E+009
40. POISSON 0.17
41. DENSITY 2402.62
42. ALPHA 1E-005
43. DAMP 0.05
44. TYPE CONCRETE
45. STRENGTH FCU 2.81228E+006
46. END DEFINE MATERIAL
47. MEMBER PROPERTY INDIAN
48. 1 TO 11 13 14 16 TO 33 35 TO 50 PRIS YD 0.23 ZD 0.23
49. 301 TO 305 307 308 310 311 313 314 PRIS YD 0.23 ZD 0.23
50. MEMBER PROPERTY INDIAN
51. 101 TO 127 PRIS YD 0.45 ZD 0.23
52. MEMBER PROPERTY
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53. 201 TO 224 PRIS YD 0.43 ZD 0.23
54. CONSTANTS
55. MATERIAL CONCRETE MEMB 1 TO 11 13 14 16 TO 33 35 TO 50 101 TO 127 201 TO
56. 301 TO 305 305 307 308 310 311 313 314
57. SUPPORTS
58. 1 TO 19 PINNED
59. MEMBER RELEASE
60. 204 220 START MP 0.5
61. 204 220 END MP 0.5
62. LOAD 1 LOADTYPE NONE TITLE DEAD LOAD
63. SELFWEIGHT Y -1
64. FLOOR LOAD
65. YRANGE 5.5 6.5 FLOAD -475 GY
66. YRANGE 5.5 6.5 FLOAD -600 XRANGE 0 2.3 ZRANGE 0 5.6 GY
67. YRANGE 5.5 6.5 FLOAD -1100 XRANGE 2.3 7.9 ZRANGE 0 3.9 GY
68. MEMBER LOAD
69. *WALL
70. 101 106 TO 111 115 TO 117 119 TO 121 123 126 201 205 TO 210 214 TO 216 2
71. 223 UNI GY -1770
72. 102 103 124 125 UNI GY -1060
73. 218 219 UNI GY -900
74. 202 203 211 TO 213 217 221 222 UNI GY -445
75. *UDL
76. 223 224 UNI GY -1320
77. *ROOF
78. 302 TO 304 307 310 UNI GY -300
79. 305 UNI GY -300 2.3 4.9
80. 305 UNI GY -300 0 2.3
81. 308 UNI GY -160 2.8 5.6
82. 308 UNI GY -160 0 2.8
83. 311 UNI GY -160 3.9 5.6
84. 311 UNI GY -160 0 3.9
85. 307 UNI GY -130
86. 305 UNI GY -130 2.3 4.9
87. 305 UNI GY -130 0 2.3
88. LOAD 2 LOADTYPE NONE TITLE LIVE LOAD
89. FLOOR LOAD
90. YRANGE 5.5 6.5 FLOAD -200 GY
91. YRANGE 10 10 FLOAD -200 GY
92. LOAD 10 LOADTYPE NONE TITLE LOAD COMBIN
93. REPEAT LOAD
94. 1 1.5 2 1.5
95. PDELTA ANALYSIS SMALLDELTA
96. LOAD LIST 10
97. START CONCRETE DESIGN
98. CODE INDIAN
99. UNIT MMS NEWTON
100. CLEAR 40 MEMB 1 TO 11 13 14 16 TO 33 35 TO 49
101. CLEAR 30 MEMB 101 TO 127 201 TO 224 301 TO 304 307 310 313 314
102. FYMAIN 500 MEMB 1 TO 11 13 14 16 TO 33 35 TO 49 101 TO 127 201 TO 224 30
103. 302 TO 304 307 310 313 314
104. FYSEC 500 MEMB 1 TO 11 13 14 16 TO 33 35 TO 49 101 TO 127 201 TO 224 -
105. 301 TO 304 307 310 313 314
106. FC 20 MEMB 1 TO 11 13 14 16 TO 33 35 TO 49 101 TO 127 201 TO 224 301 TO
107. 307 310 313 314
108. DESIGN COLUMN 1 TO 11 13 14 16 TO 33 35 TO 49
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109. *RATIO 5 MEMB 96 TO 101 151 TO 154
110. TORSION 1 MEMB 101 TO 127 201 TO 224 301 TO 304 307 310 313 314
111. DESIGN BEAM 101 TO 127 201 TO 224 301 TO 304 307 310 313 314
112. END CONCRETE DESIGN
113. LOAD LIST 10
114. UNIT METER MTON
115. UNIT METER KG
116. FINISH
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COTTAGE HOUSE
COMMENTS