load calculation of building |dead load calculation for a building |load calculation of building design excel

load calculation of building |dead load calculation for a building |load calculation of building design excel

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LOAD CALCULATION FOR BUILDING

STRUCTURAL MEMBERS

• Column = Self  Weight x Number of floors
• Beams = Self Weight per running meter
• Wall Load Per Running Meter
• Total Load on Slab (Dead Load + Live Load +Wind Load + Self-Weight)

1. How to Load Calculation on Column ?

Column design parameter

• Height =3 m,
• Length = 230 mm, 
• Width = 230 mm 

(2.55m x 300mm x 600mm)

Volume of Concrete = 0.23 x 0.23 x 3=0.157 m³

Weight of Concrete = 0.157 x 2400 = 381kg

Weight of Steel (1%)  in Concrete = 0.157 x 1% x 7850 = 16 kg

Total Weight of Column = 381 + 16 = 397 kg = 4KN

2.How to Beam Load Calculation ?

Beam Dimension

• 230 mm x 450 mm

Volume of Concrete = 0.23 x 0.45x 1 = 0.1035 m³

Weight of Concrete = 0.1035x 2400 = 249 kg

Weight of Steel (2%) in Concrete = 0.1035 x 2% = 20kg

Total Weight of Beam = 249 + 20=  269 kg/m = 2.69 KN/m

So, the self-weight will be around 2.69 kN per running meter.

3.How to Calculate Load on Wall:

For a 9 inch (230 mm) thick Brick wall of 3.0-meter height and a length of 1 meter, 

The load / running meter to be equal to 0.230 x 1 x 3.00 x 2000 = 1380 kg/meter,

which is equivalent to 13.8 kN/meter.

3.How to Calculate Load on slab:

Let us assume that the slab has a thickness of 130mm.

Slab Load Calculation = 0.13 x 1 x 2400 = 312 kg which is equivalent to 3.12 kN.

Now, if we consider the load due to floor finishing to be 1 kN per meter, t

he superimposed live load to be 2 kN per meter, and wind load as per IS 875 to be about 2 kN per meter.

Given the data above, we can estimate that the slab load is around 6 to 9 kN per square meter.

Load calculation of building EXCEL  -CLICK HERE

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