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

Load Calculation on Column:

• Volume of Concrete = 0.30 x 0.30 x 6 = 0.54m³
• Weight of Concrete = 0.54 x 25 = 13.5 kN
• Weight of Steel (1%) in Concrete = .54 x 0.01 x 78= 0.421 kN
• Total Weight of Column = 13.5 +0.421 = 13.92 KN

Wall Load Calculation

1. Density of brick wall with mortar is about ranging between 16-22 kN/m³. So we consider self weight of brick wall is 22 kN/m³in this calculation.
2. Volume of brick wall: Volume of brickwall = l × b ×h, Length = 1 meter, Width = 0.152 m, Height of wall = 6 meter, Volume = 1m× 0.152 m× 6 m, Volume of brick wall = 0.912 m³
3. Dead load of brick wall: Weight = volume × density, Dead load = 0.912 m³× 22 kN/m³, Dead load = 20.06 kN/m
4. So dead load of a brick wall is about 20.06 kN/m acting on column.

Beam Load Calculation

• 300 mm x 450 mm excluding slab thickness.
• Volume of Concrete = 0.30 x 0.450 x 1 =0.135 m³
• Weight of Concrete = 0.135 x 25 = 3.375 kN
• Weight of Steel (2%) in Concrete = 0.135 x 2% x 78.50 = 0.212 kN
• Total Weight of Column = 3.375 + 0.212 = 3.587 KN/m

Column Design Calculations

• Volume of Concrete = 0.30 x 0.30 x 6 = 0.54m³
• Weight of Concrete = 0.54 x 25 = 13.5 kN
• Weight of Steel (1%) in Concrete = .54 x 0.01 x 78= 0.421 kN
• Total Weight of Column = 13.5 +0.421 = 13.92 KN

Concrete Slab Load Calculations

• Size of Slab Length 10 m x 6 m Thickness 0.125 m
• Concrete Volume = 10 x 6 x 0.125 =7.5 m³
• Concrete weight = 7.5 x 25 = 187.5 KN.

Steel Load Calculation

• Size of Slab Length 9.2 m x 13.34 m Thickness 0.1250 m
• Concrete Volume = 9.2 x 13.34 x 0.125 =15 m³
• Concrete weight = 15 x 25 = 375.19 KN.
• Steel weight (1%) in Concrete = 15 x 0.01 x 78.50 = 11.775 kN.
• Total Column weight= 375.19 + 11.78 = 386.97 KN/m.

How to Calculate Load on Beam

1. 300 mm x 450 mm excluding slab.
2. Volume of Concrete = 0.30 x 0.45 x 1 =0.135 m³
3. Weight of Concrete = 0.135 x 25 = 3.375 KN
4. Weight of Steel (2%) in Concrete = 0.135 x 2% x 78.50 = 0.212 kN
5. Total Weight of Column = 3.375 + 0.212 = 3.59 KN/m