Figure shows the typical framing plan of steel building. Design beam B$_{1}$ and beam B$_{2}$ as laterally supported. Use the following data for the design:

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written 6.9 years ago by

vbhuvanabe • 0

modified 4.0 years ago by

phenjoisilab • 0

i) All beams support a brick wall of 150 mm thick and 3 m high having unit weight of 20K N/m$^{3}$.

ii) Thickness of RCC slab is 130 mm and top flange of the beam is embedded in concrete. Unit weight of concrete is 25K N/m$^{3}$.

iii) Live load on slab is 3K N/m$^{2}$ and weight of the floor is 1K N/m$^{2}$.

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design and drawing of steel structures

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