Base Information:
1.Material: reinforced concrete
2.column grid spacing: 6000*4200
3.Structure: frame structure
Structure detail:
1. Column:
a)400*600 reinforced concrete column
b)10 of Ф8 steel bars with a spacing of 150mm
c)Reinforcement rate 2%
Structure detail:
2. Beam:
a)250×250 H beam
3.Wall
a)6 inch thick Brick wall
Structure detail:
4.Slabs:
a)Slab is thickness of 125 mm, material is reinforced concrete
Structural loading
1.Load Calculation on Column:
Information:
1)Self-weight of Reinforced concrete is around 2400 kg/m3, the Selfweight of Steel is around 8000 kg/m3.
2)400*600 reinforced concrete column, high 3m
3)Reinforcement rate 2%
Calculation:
1)Volume of Concrete = 0.4 x 0.6 x 3 =0.72m³
2)Weight of Concrete = 0.72 x 2400 = 1728kg
3)Weight of Steel (2%) in Concrete = 0.72x 0.02 x 8000 = 115.2 kg
4)Total Weight of Column = 1728 + 115 = 1843 kg/m = 18KN/m
5)Load on Column = 18KN/m x Number of floors(2)=36KN/m
2.Load Calculation on Beam:
Information:
1)250×250 H beam, weight 71.77kg/m.
Calculation each (1m) meter:
1)Volume of Concrete = 0.25 x 0.25 x 1 =0.0625m³
2)Weight of Concrete = 0.0625 x 2400 = 150 kg
3)Weight of Steel in Concrete = 71.77kg
4)Total Weight of Column = 150 + 72 = 222 kg/m = 2.2 KN/m
5)Load on Beam=Self Weight per running meter=2.2KN/m
Structural loading
3.Load Calculation on Wall:
Information:
1)Material is bricks, 6 inch thick Brick wall of 3-meter height
2)Density of bricks varies between 1500 to 2000 kg per meter.
Calculation a length of 1 meter:
1)Load on wall= 0.150 x 1 x 3 x 2000 = 900 kg=9 KN/m
4.Load Calculation on Slabs:
Information:
1)Slab is thickness of 125 mm, material is reinforced concrete.
2)Live load around 40 psf, it is around 1.92KN
3)Floor finish load about 1 KN/m² over RCC slab
Calculation:
1)Dead load of slab(each square meter)=3.425KN
a)Weight of concrete =0.125m³×2500kg/m³=312.5 kg/m²=3.125 KN
b)Weight of steel = 0.03×0.125m³×8000kg/m³=30 kg/m²=0.3KN
2)Total Load on Slab = D.L + F.L+L.V=3.425KN+1KN+1.92KN=6.345KN
