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

Aim and Introduction:G+1 floor residential plan,according to vaastu shastra

Procedure

Load calculations:

DEAD LOADS

column of size=200*300mm and height=for residential building 3m

Total volume of column=0.2*0.3*3=0.18m^3

Unit weight of RCC=25KN/m^3

Dead load of the column=25*0.18=4.5KN

Beam size=200*300mm

area of the beam=0.06m^2

Unit weight of RCC=25KN/m^3

Dead load of beam=1.5KN/m

Self weight of Slab

Thickness of the slab=10mm

for 1m^2=1*1*0.01m=0.01m^3

Unit weight of RCC=25KN/m^3

self weight of slab=0.25KN

LIVE LOADS:

According to IS875:1987,Revised 2008(part-2)

Live loads for kitchen,Rooms,Toilet and Bathrooms it is 2KN.

Wind loads are calculated for height above 10m.