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

GROUND FLOOR

FIRST FLOOR:

GROUND FLOOR DIMENTION: 15514mmX7445mm

ROOMS	DIMENSION (in mm)
Bedroom	3566 x 4430
Sit-out	3566 x 2525
Toilets	2216 x 1232
Washroom	1464 x 776
Living room	4130 x 3763
Kitchen	4038 x 3157
Parking	3447 x 3157

FIRST FLOOR DIMENTION:14075mm x 7405mm

ROOMS	DIMENSION (in mm)
Bedroom	3642 x 4688
Toilet	2419 x 3210
Balcony/ Terrace	3282 x 3803
Study Room	2353 x 3803
Second bedroom	3350 x 2992
Sitting place	1698 x 3803

COLUMNS:

All columns are 500 x 500 mm

For columns, height assume is 3m.

C(500 x 500): Total volume of concrete: 0.5x0.5x3=0.75 m^3

Unit weight of concrete: 25 KN/m^3

Dead load of column= 25x0.75 = 18.75 KN

BEAMS:

All beams are 300 x 600 mm

B(300 x 600): Total volume of concrete: 0.3x0.6= 0.18m^2

Unit weight of concrete: 25 KN/m^3

Dead load of column= 25x0.18=4.5 KN/m

SLAB:

Slab thickness:150mm

Dead load of slab: per unit of length

Dead thickness = 150mm= 0.125m

Density = 25 KN/m^3

Dead load = 25 x 0.150 = 3.75KN/m^3.

WALL:

Wall load for height of 3.5m:

Height of wall = 3.5m

Thickness of wall = 230mm= 0.23m

Unit weight of brick= 20 KN/m^3

Dead load of wall = 3.5x0.23x20=16.1 KN/m

LIVE LOAD:

Live load/ Imposed load is 2KN/m^3

As per IS code 875(Part-2)

WIND LOAD:

As the height of the wall is 3.5m,

For G+1 total height is 7m, wind load is not needed to be applied.