Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Sketch a G+1 floor residential plan, according to Vaastu Shastra, and list down the names of the structural drawings required to be provided to the site for construction.
Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from the members as per IS code.
- Columns center line drowning
- Footing size , septic tank and water tank .
- Footing and columns BBS
- Plinth BBS
- Columns BBS upto lintel .
- Beam and slab BBS
- Electric wire
G+1 building
Kitchen =SE, not NE
Pooja room=NE
Bed room= SW
Living room=NW
Guest room = NW
Under ground tank = NE ,not SW
Main door = N,NE,E...
C1 (600 * 600). 4 no
Assuming height of column = 3 m
Volume of concrete = 0.6*0.6*3 = 1.08 m3
Unit weight of RCC = 25kN/m3
Self weight of column = 1.08*25 = 27 kN
27*2= 54 KN
C2 (300 * 600) .2 no
Assuming height of column = 3 m
Volume of concrete = 0.3*0.6*3 = 0.54 m3
Unit weight of RCC = 25kN/m3
Self weight of column = 0.54*25 = 13.5 kN
13.5*2= 27 kN
B1(200*500) .1no
Volume of concrete = 0.2*0.5*1 = 0.1 m3
Unit weight of RCC = 25kN/m3
Self weight of column = 0.1*25 = 2.5 kN
2.5*2= 5 KN
B2 (300 x 600). 6 no
Volume of concrete = 0.3*0.6*1 = 0.18 m3
Unit weight of RCC = 25kN/m3
Self weight of column = 0.18*25 = 4.5 kN
4.5*2= 9 KN