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

Column Size - 300*450mm

Beam Size - 230* 450mm

Slab - 125mm

Height of wall = 4m

i. Slab Weight =

Area = 6.10m*12.20m = 74.42m2

Volume = 74.42*.125 = 9.30m3

weight of slab = 9.30*25 = 232.5 Kn

ii. Beam weight =

Area = 0.230*0.450 = 0.1035m2

Total length of beam in runnin metre = 80m

Volume = 0.1035*80 = 8.28m3

Beam weight = 8.28*25 = 207 Kn

iii. Slab and wall load coming on beam,

Total length of wall in running metre = 69m

Area of wall = 0.230*69 = 15.87m2

Volume = 15.87 * 4 = 126.96m3

Weight of wall = 127*20 = 2540 Kn

Total weight of beam=2540+207+232.5 = 2979.5 Kn

iv. Column weight,

Area = 0,300*0.450 = 0.135m2

Volume = 0.135*8*4 =4.32m3

Weight of Column = 4.32*25 = 108 Kn