column size aasumed 700*700
influential area 45.485
base 2 base 1 semi base ground
load due to load kN
self wt of slab 147.828255112931 147.828255 147.8282551 147.8283 147.8283
self wr of primary beam 86.463 86.463 86.463 86.463 86.463
self wt of seconday beam Ii 44.1 44.1 44.1 44.1
self wr of partition wall 10 119.445 65.657 0
self wr of column 36.75 36.75 36.75 44.1
floor finsh 45.485617 45.48561696 45.48562 45.48562
Staricase load 0 0 0 15
370.626872 480.0718721 426.2839 382.9769
imposed load at basement/
imposed lad at other floor level 113.7125 113.7125 113.7125 90.97123
Sum 484.339372 593.7843721 539.9964 473.9481
Total sum 8420.39156
Facotred load 12630.5873445185
Area required 639544.3
length=breadth= 799.715136783092
provide length of 800
484.339372 593.7843721 539.9964 473.9481
self wt of slab 114760623.1278 114.760623 0.13 93.24301
28.6901558
self wt of slab 144457738.5571 144.457739 0.13 117.3719
117.3719
484.339372 593.7843721 539.9964 473.9481
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1 2 3 4 5 6 7 8 9 10
93.24301 147.8283 117.3719 117.3719 147.8283 117.3719 117.3719 147.8283 117.3719 147.8283
72.622 86.463 86.463 86.463 86.463 86.463 86.463 86.463 86.463 86.463
44.1 44.1 44.1 44.1 44.1 44.1 44.1 44.1 44.1 44.1
0 56.857 56.857 56.857 56.857 56.857 56.857 56.857 56.857 56.857
44.1 44.1 44.1 44.1 44.1 44.1 44.1 44.1 44.1 44.1
28.69016 45.48562 36.11443 36.11443 45.48562 36.11443 36.11443 45.48562 36.11443 45.48562
47.89895 65.79791 65.79791 65.79791 65.79791 65.79791 65.79791 65.79791 65.79791 32.89895
330.6541 490.6318 450.8043 450.8043 490.6318 450.8043 450.8043 490.6318 450.8043 457.7328
57.38031 90.97123 72.22887 72.22887 90.97123 72.22887 72.22887 90.97123 72.22887 90.97123
388.0344 581.603 523.0331 523.0331 581.603 523.0331 523.0331 581.603 523.0331 548.7041
388.0344 581.603 523.0331 523.0331 581.603 523.0331 523.0331 581.603 523.0331 548.7041
60.33
347168.6 0.347169 5.467905
65.79791
388.0344 581.603 523.0331 523.0331 581.603 523.0331 523.0331 581.603 523.0331 548.7041
11 roof
sum
147.8283 147.8283
86.463 86.463
44.1 44.1 705.6
56.857 56.857 820.529
44.1 44.1 683.55
45.48562 45.48562 664.1185
622.1811
424.8339 424.8339 7023.931
90.97123 90.97123 1396.461
515.8051 515.8051
515.8051 515.8051
515.8051 515.8051
along in one direction ,horizontal 4904.62 110 31.0217215
along in another direction 9867 230 130.491075
1315 110 8.317375
169.8301715
along in one direction,horizontal 4560 230 60.306
6584 110 41.6438
along in another directon 14400 230 190.44
2460 110 15.5595
307.9493
seismic factor(z)=0.36
importance factor(i)=1.2
response reduction factor(r)=5
time period(ta)=0.075*(h)^0.75=1.29s where h=44.4m from ground level
sa/g for soft soil=1.67/1.29=1.295
seismic coeficient(ah)= (z*sa/g*i)/(2*r)=0.056
seismic weight(w)=8420.3916kN
deisign base shear(Vb)= ah*w 471.07
floor no. Wi hi wihi2 Qi storey shear
roof 515.805 52.2 1405486.1 85.37018 85.370179992
11 515.805 48.6 1218310.78 74.00102 159.37120403
10 548.07 45 1109841.75 67.41254 226.78374565
9 523.03 41.4 896452.499 54.45113 281.23487924
8 581.603 37.8 831017.631 50.47658 331.71145448
7 523.033 34.2 611760.318 37.15874 368.87019167
6 523.003 30.6 489719.089 29.74587 398.61606173
5 581.6 27 423986.4 25.75322 424.3692836
4 523.033 23.4 286391.949 17.39564 441.76492511
3 523.033 19.8 205049.857 12.45487 454.2197927
2 581.6 16.2 152635.104 9.27116 463.49095258
1 388.03 12.6 61603.6428 3.741847 467.23279968
ground 473.948 9 38389.788 2.331822 469.56462147
semi base 539.99 6 19439.64 1.180777 470.74539841
base 1 593.784 3 5344.056 0.324602 471.07
base 2 484.339 0 0 0 471.07
7755428.6 471.07
design base shear
471.07
