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

DRAWINGS REQUIRED FOR SITE:

1.Center line marking

2.Foundation drawings

3.plenth beams drawing

4.BBS

5.Beams and columns drawing.

6.Slab details.

7.Electrical and pumbing.

LOADS OF THE STRUCTURE:

All columns 0.2X0.3m (height of ech column=8m)

All beams 0.3x0.45m (all the beams are same size)

Slab thickness 0.125m

Slab dimentions:ground slab=32’6x37”=11.27mX11m=123.97m^2

1^st floor slab=47’3”X40’=14.417x12.192=175.77m^2

Wall height 3.5m

1.Dead load:

1.Weight of all coumns= (volume of column X unit weight of colums)lets calculate the column wt upto slab from floor height i.e 8=m

= (0.2x0.3x x8)(25)=12kn (repeat it for all the beams.)

2.Weight of all beams= (volume of beams X unit weight of beams)lets calculate the beas wt per meter length i.e L=1m

=(1x0.3x x0.45)(25)

=3.375Kn pre 1m length of columns

3.weight of slab=volume of slab X unit weight of slab

G.F=(0.125X123.97)X25

=387.40KN

1^ST FLOOR SLAB=(0.125X175.77)X25

=549.28KN

4.weight of wall=area of wall X height of wall X(unit weight of brick masonary)assuming 9” wall for outer and 4” for inner.

=(0.230X1X3.5)X(20)

=16.1kn per meter(outer wall)

=(0.130X1X3.5)X20

=9.1kn per merer (inner wall)

2.Live laod:

As per IS875 part-2

All rooms and kitchen=2.0 kn/m^2

Toilets and bath rooms=2.0 kn/m^2

Balconies=3.0kn/m^2

All other=3.0kn/m^2