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

Aim: To draw the G+1 floor residential plan as per a Vaastu Shastra.

Size of the columns is 500*600

Size of the beam is 300*500

Thickness of the slab is 250mm

Height of the wall is 4.5m

Unit weight of 25 KN/m^3

Dead load of columns = 0.5*0.6*4.5*25 = 33.75 KN

Dead load of beam = 0.3*0.6*25 = 3.6 KN/m

Dead load of wall = 4.5*20 =90 KN/m^2

Live load of bedrooms = 2 KN/m^2

Live load of kitchen =2 KN/m^2

Live load of Hall/Dining =2 KN/m^2

Live load of pooja = 2 KN/m^2

Live load of wash area = 3 KN/m^2

Live load of bathroom = 2 KN/m^2

Live load of staircases = 3 KN/m^2

Self-weight of slab = 0.25*25 = 6.25 KN/m^2

There is no wind load because the height of the building is not more than 10 meters.