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

Architectural Drawings.

floor plan,elevation,3d drawig,electrical drawing

Structural Drawings. beam lay out,plinth beam layout, lintel beam lay out,roof beam layout,roof lsab lay out

assume the following

column size = 300mm x 300mm = 0.3m x 0.3m

height of column = 3m

beam size = 0.3m x 0.45m

slab thickness = 0.125m

a)dead load of column

column size = 0.3 x 0.3

height of column = 3m

unit weight of concrete = 25kN/m3

volumne of concrete = 0.3 x 0.3 x 3 = 0.27m3

dead load of column = no.of column x volume of cocret x uni wt of concrete x no.of floor

b) dead load of beam

beam size = 0.3 x 0.45

volume of concrete = 0.3 x 0.45 x 1 =0.135m3

dl of beam = volume of beam x unit wt of concrete

= 0.135 x 25 = 3.375kN/m

c)dead load of slab

slab thickness = 0.125m

volume of concrete = 0.125 x1 x1 =0.125m3

dl of slab = 0.125 x 25 = 3.125kn/m2

d)dead load of wall

height of wall = 3m

thickness of wall = 0.23m

volume of brick wall = 3 x 0.23 x1 = 0.69kn/m

dl of brick = 0.69 x 20=13.8kn

live load:

as per is875 part 2

liviing room = 2kn/m2

store room = 3kn/m2

wind load

as per is 875 part 3 no wind load consider below the 10m

height of building .5m there is no wind load