Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code

1.Floor Plans of G+1 Residential building is attached.

The following data is obtained from them:

a)Estimate of quantities of BBM,RCC&Flooring,

b)Dead loads are calculated from IS code 875(Part 1)1987,

c)Live loads/Imposed loads are calculated as per IS Code875(Part2)1987.

2.Estimation:

a)G.F BBM(0.23x3m) =42.89Cum,

b)G.F RCC:

1.Porch =0.83Cum

2)Lintels(Lx0.23x0.15) = 0.9Cum

3)Staircase =1.125Cum

4)Floor slab(0.125m) =7.63Cum

Total RCC =10.865Cum,

c)FF BBM(0.23x3m) = 31.68Cum,

d)FF RCC:

1)Lintels(LX0.23x0.15) =0.77Cum,

2)Roof Slab =11.66Cum,

3)Parapet wall =5.44Cum.

Total RCC =17.87Cum

3.Load calculations:

a)Dead Load:

1)BBM(G+F.F) =74.57Cumx20KN/m3=1491KN,

2)RCC(G+FF) =28.74Cumx25KN/m3=718KN,

3)Flooring(G+FF) =6.75Cumx1KN/m3 =6.75KN.

b)Live Load:

1.Total Floor Area =135 Sqmx2KN/m2 =270KN.

Total load consideration for foundation design =2485.75KN