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Design beam B$_{1}$ and B$_{2}$ using ISMB section and beam to beam connection. Assuming top flange of beam to be embedded in slab. The flooring plan is shown.

written 5.3 years ago by

balakonde21 • 70

modified 2.1 years ago by

RakeshBhuse • 3.2k

Design flooring system for the following data. Provide cover plates to beam B$_{2}$ if necessary.

Thickness of the slab=15 cm

Thickness of the wall=200 mm

Height of the wall over all the beams=1.3 m

Unit weight (concrete=25 N/mm$^{3}$, brick wall=20 N/mm$^{3}$)

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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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