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

Ans. For the friost floor

All the cilumn are 300mm x 300mm

All the beam are 300mm x 450mm

Slab thikness 125mm

Hight of the wall=4.5m

For the colomn,

self weight of the column=0.30*0.30*25=2.25 KN/m

the totle number of column frist floor and second floor is 24

24*2.25=54 KN/m

the height of the column=4.5m

totle self weight of the column=54*4.5= 243 KN

For the beam,

self weight of the column=0.30*0.45*25

=3.375 KN/m

for the weall

self weight of the wall=4.5*20=90KN/m^2

now calculating the live load for frist floor,

For the slab,

self weight of the slab

the thikness of the slab=125mm

The unit weight of the slab=25KN/m^3

self-weight of the slab=0.125*25=3.125 KN/m^2

VER

area=3.2*3.65

the live load=3.2*3.65*2=23.36KN

T&B,

Area=2.2*1.52

live load=2.2*1.52*2=6.688 KN

Dining,

Area=2.2*3.12

live load=2.2*3.12*2=13.78Kn

Kitchen,

Area=2.2*2.13

live load=2.2*2.13*3=14.058KN

Bed room,

Area=3.04*3.65

live load=3.04*3.65*2=24.82KN

The live load of the second floor are similar to the frist floor

we can't calculate the wind load because the totle height of the building is 9m

the wind load only calculate for the minimum 10m height of the wall