Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
All details below attached
| Ground floor | ||||||||||
| T | Living | study | Pooja | |||||||
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| Bed room | S/C | Kit | ||||||||
| First floor | ||||||||||
| T | Gust room | Living | ||||||||
| T | ||||||||||
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| MBR | BRM | |||||||||
| S/C | ||||||||||
| Dead load: | No | L | B | D | Unit weight | Total | ||||
| 1.RCC Slab include beam | 2 | 7.62 | 11.58 | 0.15 | 25 | 661.797 | ||||
| 2.PCC in g.floor floor | 1 | 7.62 | 11.58 | 0.15 | 24 | 317.6626 | ||||
| 3.Brick work | 2 | 38.4 | 0.2 | 3.05 | 20 | 936.96 | ||||
| 4.Floor finish | 2 | 7.62 | 11.58 | 0.1 | 1 | 17.64792 | ||||
| 5.Column | 40 | 3.05 | 0.3 | 0.3 | 25 | 274.5 | ||||
| Live load | ||||||||||
| S/C | 1 | 1.83 | 1.22 | 3 | 6.6978 | |||||
| Floor | 2 | 7.62 | 11.58 | 2 | 352.9584 | |||||
| Wind load: | Total load | 2568.224 | ||||||||
| PZ = 0.6V₂² | ||||||||||
| VZ = Vb*k1*k2*k3*k4 | Vb=47 | K1=1 | K2=1 | K3=1 | K4=1 | |||||
| = 47*1*1*1*1 | ||||||||||
| = 47 | ||||||||||
| Pz = 0.6 * 47*47 | ||||||||||
| =1325.4 | ||||||||||