Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
The Structural Drawings required to be provided to the site for construction are:
- Layout of Columns & Schedule of reinforcement
- Layout of Footings & Schedule of reinforcement
- The layout of Plinth Beams & Schedule of reinforcement
- The layout of Beams & Schedule of reinforcement
- Layout of Slab & Schedule of reinforcement
- Lift pit and Headroom Reinforcement Schedule
| S No | Description | No's | x | No's2 | Length | Breadth | Depth | Qunatity | Unit of Measure ment | Unit Weight Kn/m^3 |
Dead Load | Units |
| Ground Floor | ||||||||||||
| 1 | Size of Columns | 1 | x | 12 | 3.000 | 0.230 | 0.230 | 1.904 | cum | 25 | 48 | KN |
| 2 | Size of Beams | 1 | x | 4 | 6.600 | 0.230 | 0.300 | 0.276 | sqm | 25 | 7 | KN/M |
| 3 | Size of Beams | 1 | x | 3 | 9.600 | 0.230 | 0.300 | 0.207 | sqm | 25 | 5 | KN/M |
| 4 | Size of Cantilever Beam | 1 | x | 3 | 2.000 | 0.230 | 0.300 | 0.207 | sqm | 25 | 5 | KN/M |
| 5 | Size of Cantilever Beam | 1 | x | 4 | 1.500 | 0.230 | 0.300 | 0.276 | sqm | 25 | 7 | KN/M |
| 6 | Size of Slab | 1 | x | 1 | 10.600 | 7.600 | 0.125 | 80.560 | sqm | 25 | 2014 | KN/M |
| First Floor | ||||||||||||
| 1 | Size of Columns | 1 | x | 9 | 3.600 | 0.230 | 0.230 | 2.285 | cum | 25 | 57 | KN |
| 2 | Size of Beams | 1 | x | 3 | 6.600 | 0.230 | 0.300 | 0.207 | sqm | 25 | 5 | KN/M |
| 3 | Size of Beams | 1 | x | 3 | 6.600 | 0.230 | 0.300 | 0.207 | sqm | 25 | 5 | KN/M |
| 4 | Size of Cantilever Beam | 1 | x | 3 | 2.000 | 0.230 | 0.300 | 0.207 | sqm | 25 | 5 | KN/M |
| 5 | Size of Cantilever Beam | 1 | x | 3 | 1.500 | 0.230 | 0.300 | 0.207 | sqm | 25 | 5 | KN/M |
| 6 | Size of Slab | 1 | x | 1 | 7.600 | 7.600 | 0.125 | 57.760 | sqm | 25 | 1444 | KN/M |