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

1.

Assume slab thickness=125 mm

Assume width of beam=300mm

Assume depth of beam=450mm

Assume lenght of column=300mm

Assume breadth of column=300mm

Assume height of wall=3000mm

Assume of floor thickness=50mm

Thickness of partition wall=100mm

Thickness of Main wall=300 mm

Thickness of parapet wall=200mm

Height of parapet wall=1200mm

Thickness of waist slab=150mm

Riser=150mm

tread=300mm

Unit weight of cement mortar=20KN/`M^3`

Unit weight of RCC=25KN/`M^3`

Loads act on building:-

Dead load

live load

Wind load

Sesmic load

DEAD LOAD:-

Self Weight of slab:- 0.125X25=3.125KN/`M^2`

Self Weight of beam=0.3x0.45x25=3.375KN/`M^2`

Self weight of column=0.3x0.3x3.0x25=6.75KN/`M^2`

Floor finish load=0.5x20=1KN/`M^2`

Load on partition wall=0.1x3.0x20=6KN/m(on the beam)

Partition wall on the slab consider 1KN/`M^2` on the entire slab.

Load on main wall=0.3x0.3x3.0x20=5.4KN/m

Load on parapet wall=0.2x1.2x20=4.8KN/m

Self weight of waist slab load=0.15x25x(`sqrt 0.15^2`+`0.3^2`)/0.3=4.19KN/`M^2`

Self weight of steps=25x(1/2)x0.15=1.875KN/`M^2`

Floor finish=1KN/`M^2`

Live load(as per IS 456 PART 2)=3.0KN/`M^2`

Total load on going=10.06KN/`M^2`

Self weight of steps=25x0.15=3.75KN/`M^2`

Floor finish=1KN/`M^2`

Live load =3.0KN/`M^2`

Total load on landing=7.75KN/`M^2`

Rbx4=10.6x3x(4/2)+7.75x1x(1/2)

Rb=16.05KN/m

Ra=10.06x3+7.75x1-16.05=21.88KN/m

LIVE LOAD:-

All rooms & kitchen=2.0KN/`M^2`

Toilet & bathrooms=2.0KN/`M^2`

Corridor,passage,staircase=3.0KN/`M^2`

Balconies=3.0KN/`M^2`

LOAD COMBINATION:-

1.0(DL+LL)

1.5(DL+LL)