Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code

1. Column sizes - 300X300 columns are provided all corners of the building

2. Beam sizes - 300X 450

3. Slab - 125 thick

4. Wall height - 3.5 m.

Important structural drawings:

Center line drawing

Footing and column layout

Column schedule with reinforcement details

Plinth beam layout with reinforcement details

First floor slab layout with reinforcement details

Dead load calculation:

Column: 0.3×0.3× 3× 2500 = 675 KG

Self-weight of the column is =675 KG

All the column are same size. So, the self-weight will be remains same.

Beam: 0.3×0.45× 1× 2500 = 337.5 KG

Self-weight of the slab = .125×1×1× 2500 = 312.5 KG

Imposed loads:

As per IS 875 part -2

Live loads for residential building

Occupancy UDL Concentrated load

All rooms and kitchen 2.0 1.8

Toilet and bathrooms 2.0. -

Stair case 3.0. 4.5

Balcony 3.0. 1.5

Wind load:

Wind load of the building considering only when height of the building above 10 meters. For G+ 1 building no wind load occurred.