calculation (temp)
DESCRIPTION
calculationTRANSCRIPT
floor BEAM3rd level 2bhk 3bhk floor concrete steel4th level 2bhk 3bhk (fe415)5th level 2bhk 2bhk 2bhk plinth 28.26 855.616th level 2bhk 2bhk 2bhk 1ST 26.37 895.667th level 2bhk 2bhk 2nd 26.37 895.668th level 1bhk 3bhk 3rd 21.98 850.059th level 1bhk 3bhk 4th 21.98 850.05
10th level 1bhk 3bhk 5th 28.49 95011th level 1bhk 3bhk 6th 28.49 900
12th 1bhk 3bhk 7th 28.49 88313th 2bhk 8th 28.49 883
9th 28.49 88310th 28.49 88311th 28.49 88312th 28.49 88313th 28.49 88314th 14.245 425.025
395.615
415 500 concrete area areapodium floors 1791.32 27643.74 228.18 6563.6 610
habitable floors 10156.125 134824.015 968.705 36799.2 3420plinth 855.61 1402.67 28.26 3281.8 305
46644.60.0384036 0.59264609 0.00489190.2177342 2.89045281 0.02076780.0183432 0.03007143 0.0006059
0.274481 3.513170332.9365902 45.3176066 0.37406562.9696272 39.4222266 0.2832471
footing (305 18300100 10000305 24400
SLAB COLUMNsteel floor concrete steel floor concrete steel
(fe500) (fe500) (fe500)1402.67 1ST 29.30 2514.05 521.15 97371.742087.82 2nd 29.30 2514.052087.82 3rd 21.72 2370.102428.45 4th 21.72 2370.10 steel 4152428.45 5th 21.72 2370.10
2500 6th 21.72 2370.10 3.51317032600 7th 21.72 2370.102495 8th 21.72 2370.102495 9th 21.72 2370.102495 10th 21.72 2370.102495 11th 21.72 2370.102495 12th 21.72 2370.102495 13th 21.72 2370.102495 14th 10.86 1185.05
1214.225
4.9174713
Element Level
M30 M40 M50 Total Main Links Face
P8 1 0.9 0.9 76 136 0
P8 2 1.5 1.5 75 180 0
P8 3 2.52 2.52 91 222 0
P10 1 0.95 0.95 83 155 0
P10 2 1.58 1.58 81 205 0
P10 3 2.65 2.65 99 263 0
P9 1 0.99 0.99 83 159 0
P9 2 1.65 1.65 81 210 0
P9 3 2.77 2.77 99 270 0
P12 1 0.81 0.81 69 126 0
P12 2 1.35 1.35 68 152 0
P12 3 2.27 2.27 83 195 0
C175 1 0.71 0.71 62 165 0
C175 2 1.18 1.18 61 210 0
C175 3 1.98 1.98 75 250 0
C174 1 0.71 0.71 62 165 0
C174 2 1.18 1.18 61 210 0
C174 3 1.98 1.98 75 250 0
27.68
Concrete (cuM) Reinforcement (kg)
Total sqM
212 4.8
255 8
313 13.44
238 4.95
286 8.25
362 13.86
242 5.1
291 8.5
369 14.28
195 4.5
220 7.5
278 12.6
227 4.5
271 7.09
325 11.98
227 4.5
271 7.22
325 12.28
4907
Reinforcement (kg)Shutteri
ng
Element Level
M30 M40 M50 Total Main Links Face
C155 1 0.36 0.36 48 85 0
C155 2 0.6 0.6 48 148 0
C155 3 1.01 1.01 58 246 0
C152 1 0.36 0.36 48 85 0
C152 2 0.6 0.6 48 148 0
C152 3 1.01 1.01 58 246 0
C157 1 0.36 0.36 68 140 0
C157 2 0.6 0.6 64 244 0
C157 3 1.01 1.01 78 405 0
C156 1 0.36 0.36 42 131 0
C156 2 0.6 0.6 41 228 0
C156 3 1.01 1.01 50 379 0
P4 1 0.76 0.76 90 0 0
P4 2 1.27 1.27 88 0 0
P4 3 2.14 2.14 108 0 0
P7 1 0.76 0.76 90 0 0
P7 2 1.27 1.27 88 0 0
P7 3 2.14 2.14 108 0 0
P5 1 1.52 1.52 206 0 0
P5 2 2.53 2.53 203 0 0
P5 3 4.25 4.25 248 0 0
P6 1 2.57 2.57 172 0 0
P6 2 4.28 4.28 169 44 0
P6 3 7.18 7.18 207 55 0
P29 1 0.55 0.55 76 115 0
P29 2 0.92 0.92 75 199 0
P29 3 1.55 1.55 91 331 0
P30 1 0.55 0.55 76 115 0
P30 2 0.92 0.92 75 199 0
P30 3 1.55 1.55 91 331 0
P13 2 4.12 4.12 497 0 0
P13 3 6.92 6.92 405 0 0
P1 2 3.73 3.73 447 35 0
P1 3 6.27 6.27 363 35 0
P2 2 3.25 3.25 447 22 0
P2 3 5.45 5.45 363 33 0
P3 2 3.73 3.73 386 392 0
P3 3 6.27 6.27 314 650 0
C179 2 0.6 0.6 51 344 0
C179 3 1.01 1.01 42 573 0
C181 2 0.6 0.6 98 244 0
C181 3 1.01 1.01 78 405 0
C182 2 0.6 0.6 71 148 0
C182 3 1.01 1.01 58 246 0
89.16
Concrete (cuM) Reinforcement (kg)
Total sqM
133 3.84
196 6.06
304 10.38
133 3.84
196 5.99
304 10.43
208 3.84
308 6.12
483 10.43
173 3.84
269 6.06
429 10.43
90 7.34
88 12.23
108 20.54
90 7.34
88 12.23
108 20.54
206 13.89
203 23.15
248 38.89
172 11.76
213 19.6
262 32.93
191 5.49
274 9.15
422 15.37
191 5.49
274 9.15
422 15.37
497 36.95
405 62.08
482 33.6
398 56.45
469 33.45
396 56.2
778 33.6
964 56.45
395 5.27
615 9.58
342 5.99
483 10.27
219 6.12
304 10.29
13533
Reinforcement (kg)Shutteri
ng