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

let us assume 9 nos of columns as C1.C2,C3.C4,C5,C6,C7,C8,C9 of sizde 230x450 mm

height of the wall is 3m each floor for each

concrete self wt = 25 kN/m^3

self wt of C1 = 0.23x0.45x3x25=7.7625 kN

hence,self wt of C1=C2=C3=C4=C5=C6=C7=C8=C9

Let us assume 7 nos of beams as B1,B2,B3,B4,B5,B6,B7 of size 230x300 mm

Self wt of B1= 0.23X0.3X1X25 =1.725 kN/m

hence self wt of B1=B2=B3=B4=B5=B6=B7

let us assume slab thickness as 125mm

Wt of slab = .125x25=3.125 kn/m^2

wall thickness = 230 mm

self wt of wall = 3x.23x20 =13.8 kN/m

live load

live load of kitchen =2kN/m^2

live load for corridor =3 kN/m^2

live load of bed rooms and living areas = 2 kN/m^2

live load of bathroom = 2 kN/m^2

live load for balcony = 3 KN/M^2

wind load

as per IS 875-part 3 for wind loads, wind load are not applicble for buildings less than 10m