Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
- Size of column C1- 230 mm x 300 mm
- Size of column C2- 230 mm x 450 mm
- Size of column C3- 400 mm dia
- Wall thickness - 230 mm
- slab thickness - 125 mm
- floor height - 3.40 m each
- Beam - 230 mm x 500 mm
- Dead load of column -
C1= 0.23 x 0.30 x 25 = 1.725 KN/m
C2 = 0.23 x 0.45 x 25 = 2.588 KN/m
C3 = (22/7)x((0.40^2)/4) x 25 = 3.14 KN/m
2. Dead load of beam
= 0.23 x 0.50 x 25 = 2.875 KN/m
3. Dead load of slab = 0.125 x 25 = 3.125 KN/m^2
4. Dead load of wall = 0.23 x (3.40 - 0.50) X 20
= 0.23 x 2.90 x 20 = 13.34 KN/m