In order to work out the total load on columns, Beam and Slab, there should be clear ideas on the types of loads enforcing on the column.
Different Loads operating on Column:
1) Column Self Weight X Number of floors
2) Beams Self Weight per running meter
3) Load of walls per running meter
4) Total load on Slab (Dead load + Live load + Self weight)
Apart from above loading, the columns are also susceptible to bending moments which should be taken into consideration in the final design.
For Colomn: The Self weight of Concrete remains approx 2400 kg/m3, that is similar to 240 kN and self weight of steel is approx 8000 kg/m3.
Therefore, if we consider a column size of 230 mm x 600 mm with 1% steel and 3 meters standard height, the self weight of column is approx 1000 kg per floor that is equivalent to 10 kN.
At the time of making calculation, self weight of columns is taken as 10 to 15 kN per floor.
For Beam: Similar method is also used for making calculations of beam. Suppose, each meter of beam contains dimensions of 230 mm x 450 mm without slab thickness. Therefore, the self weight should be approx 2.5 kN per running meter.
For Walls: The Density of bricks differs among 1500 to 2000 kg per cubic meter. For a brick wall with thickness 6 inch, height 3 meter a length 1 meter. The load / running meter should be equivalent to 0.150 x 1 x 3 x 2000 = 900 kg, that is identical to 9 kN/meter. This method is useful for working out the load of brick per running meter for any brick type.
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Published By
Rajib Dey
www.constructioncost.co
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thank you so much for clearing all my doubts, specially the secondary beam load transfer. concrete contractors
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