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

1.)

2.)

Pz = 0.6 Vz^2

Here Pz = Wind pressure @ height z, in N/m^2

Vz = Design wind speed @ height z, in m/s

The windn preasure

Pd = KdKaKcPz

Kd=> Wind directional factor

Ka=>Area averaging factor

Kc=> Combination factor

Vz = Vb x k1 x k2 x k3 x k4

here

Vz => Design Load

Vb => Basic load

k1 => Probability factor

k2 => Terriane roughness and height factor

k3 => Topography

k4 => Importance factor

Wind load on indivudual

F = ( Cp - Ci) AP~

where

Cpe = External presure coefficient

Cpi = Internal pressure coiefficient

A = Surface area of structural element or cladding unit and

P~ = dESIGN WIND LOAD

External pressure for mono slop

Rectangular glad building h/w <2