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.
North facing residential plan is attached below
Size of the structural elements are
Column - 450mm x 230mm
Beam - 600mm x 230mm
Plinth beam - 450mm x 230mm
Slab - 150mm
- All columns are 450mm x 230mm
Dead Load = Voume of member x Unit wt. of material x No. of columns
Unit wt. of concrete = 25 KN/m3 (RCC)
= (0.45x0.23x3) x 25 x 18
= 0.3105 x 25 x18
D.L = 139.725 KN
- All beams are 230mm x 600mm
Dead Load = Voume of member x Unit wt. of material
Unit wt. of concrete = 25 KN/m3 (RCC)
= (0.23x0.6x85) x 25
= 11.73 x 25
D.L = 293.25 KN
- Slab thickness if 125mm
Dead Load = Voume of member x Unit wt. of material
Unit wt. of concrete = 25 KN/m3 (RCC)
= (111 x 0.150) x 25
= 16.65 x 25
D.L = 416.25 KN
Live Load = 2 KN/m2
- The height of the wall is 4.5m
230 mm wall thickness
length of wall = 85m
Height = 3m
Width = 0.23m
Dead Load = Voume of member x Unit wt. of material
Unit wt. of Brick masonry = 20 KN/m3
= (85 x 0.23 x 3) x 20
= 58.65 x 20
D.L = 1173 KN
No need of Wind Load calculation because the height of the building is not more than 10 meters