The flooring system of an industrial shed is planned as shown in the figure. Design beam SB$_{1}$ and MB$_{1}$ and a beam to beam connection between them with top flange of beam at same level.

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written 5.8 years ago by

balakonde21 • 70

modified 2.7 years ago by

RakeshBhuse • 3.2k

Use ISMB section to design beam assuming beam to be laterally supported throughout for the following data:

i) Thickness of the slab=150 mm

ii) Thickness of the slab=230 mm

iii) Height of the parapet wall=1 m

iv) Live load=2.1K N/m$^{2}$

v) Unit weight of the concrete and wall 25K N/$^{3}$ and 20K N/$^{3}$

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Subject : Design & Drawing of Steel Structures

Topic : Design of Beams and Welded Plate Girder

Difficulty : Medium

design and drawing of steel structures

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