Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
DEAD LOAD:
SELF WEIGHT OF SLAB:
Self weight of slab = Slab thickness x unit weight of RCC
Thickness of slab = 125mm
Self weight of slab = 0.125x25KN/m^3 = 3.125KN/m^2
SELF WEIGHT OF BEAM :
Self weight of beam = beam depth x beam width x unit weight of RCC
= 3.3x3m x 25KN/m^3 = 247.5KN/m^2
SELF WEIGHT OF COLUMN:
Self weight of column = column depth x column width x column length x unit weight of RCC
= 3x3.3x3x25KN/m^3 = 742.5KN/m^2
LIVE LOAD :
From the code of IS 875 : PART 2
Live loads for residential building is ,
- all rooms and kitchen is 2.0KN/m^2
- toilets and bathrooms is 2KN/m^2
- corriders,passages,staircase is 3KN/m^2
- balconies is 3KN/m^2