Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Ground flore
Dead load of all column =5.0625kn
dead load of slab =2,812.5kn
=3.125kn/m^2
dead load of wall =18kn/m
total =2898
dead load of beem=337.5kn/m
1st flore
Dead load of all column =5.0625kn
dead load of slab =2,812.5kn
=3.125kn/m^2
dead load of wall =18kn/m
total = 2,358Kn/m
dead load of beem=337.5kn/m