Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
- Assuming the plot size to be 9.5m x 12m = 114m^2
- Assumed size of columns = 300mm x 300mm
- Assumed size of beams = 300mm x 450mm
- Wall height = 4.5m
- Wall thickness = 230mm
- Slab thickness = 125mm
- Therefore, assumed size of the rooms for Ground-floor
- Living room = 5.5m x 6m
- Bathroom =4.5m x 2.5m
- Storage room = 2m x 3.5m
- Master Bedroom = 5m x 3.5m
- Pooja room = 2.5m x 2m
- Dining room = 2.5m x 6.5m
- Kitchen = 2.5m x 3.5m
- Number of columns = 21
- Total length of the beams = 73.5m
- Total slab area = 9.5m x 12m = 114m^2
- Assumed size of the rooms for first-floor
- Toilet-1 = 1.5m x 2m
- Storage room = 1.5m x 2m
- Toilet-2 = 1.5m x 3m
- Hall = 4.5m x 5.5m
- Bedroom = 4.5m x 4.5m
- Dining room = 2m x 3m
- Kitchen = 2m x 3m
- Number of columns = 21
- Total length of the beams = 52m
- Total Slab area = 6x4 + 2x3 + 6x6 + 1.5x3 + 2x3 = 76.5m^2
- Dead load calculations
- Columns = 25kN/m^3 * (0.300 * 0.300 * 4.5)m^3 * 42 = 425.25 kN
- Beams = 25kn/m^3 * (0.300 * 0.450 * (52 + 73.5))m^3 = 423.57 kN
- Slab = 25kN/m^3 * (76.5 + 114)m^2 * 0.125m = 595.32 kN
- Walls = 20kN/m^3 * 4.5 * 0.230m *(9.5x4 + 12x4) = 1780.20 kN
- Live load calculations - IS 875 (part-2) is to be considered. It can be only assumed in UDL form. Ex: 2kN/m or 3kN/m.
- Wind load calculations - Since the structure doesnot exceeds 10m height. Therefore there is no need for wind load calculation.