Design beam B of typical flooring plan of steel building as shown following data for design 1) beam supports a brick wall of 230mm thick and 4m high having unit wt 20kN/m$^{3}$ 2)thickness of Rcc

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Design beam B of typical flooring plan of steel building as shown following data for design 1) beam supports a brick wall of 230mm thick and 4m high having unit wt 20kN/m

$^{3}$ 2)thickness of Rcc

written 6.1 years ago by

teamques10 ★ 69k

design and drawing of steel structures

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written 6.1 years ago by

teamques10 ★ 69k

is 200mm top flange embedded in concrete unit weight of concrete is 25 kN/m $^{3}$

3) L.L on slab is 3kN/m $^{2}$ and F.F=1kN/m $^{2}$

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Given

L.L=3kN/m $^{2}$

F.F=1kN/m $^{2}$

$\frac{ly}{lx}=\frac{6.5}{3}=2.167\gt$ 2 one way slab

load on beam=slab load+wall load+weight of beam

Slab load

Concrete load=25 $\times$ 3 $\times$ 0.2=15kN/m

Floor finish load=1 $\times$ 3=3kN/m

Live load=3 $\times$ 3=9kN/m

factor load=27 $\times$ 1.5=40.5kN/m

Wall load

20 $\times$ 0.230 $\times$ 4=18.4kN/m …

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