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Use ISMB section to design beam assuming beam to be laterally supported throughout. For following data.

The flooring system of an industrial shed as shown in fig. Design Bean SB1 and MB1 and a beam to beam connection between them with top flange of beam at same level. Use ISMB section to design beam assuming beam to be laterally supported throughout. For following data.

Thickness of slab -15cm,

Thickness of wall-23m,

Height of parapet wall-1.2m,

Live load -$2kN/m^2$

Unit weight of concrete and wall $25kN/m^3 and 20kN/m^3$

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