The figure below shows an industrial composite floor plan comprising 225 mm thick RC slab, supported on steel beams and column. The slab is expected to support the finishes and ceiling loads of 1.2 KN/m² in addition to the imposed load of 4.5 KN/m?. Assuming the unit mass of both the steel beam and 3m hight columns are 75 and 50 kg/m run respectively. (a) Estimate the design loads acting on beams B1-C1, B2-C2 and B1-B3 and columns B1 and C1. (b) Use the load estimated in (a) above; (i) Design the slab in one of the panels using the following material strengths; fcu = 30 N/mm? and fy = 500 N/mm? (ii) Design the beam B2 - C2 using structural steel member with permissible bending stress = 460 N/mm2 4 m 4 m 4 m 8 m (2)

The figure below shows an industrial composite floor plan comprising 225 mm thick RC slab, supported on steel beams and column. The slab is expected to support the finishes and ceiling loads of 1.2 KN/m² in addition to the imposed load of 4.5 KN/m?. Assuming the unit mass of both the steel beam and 3m hight columns are 75 and 50 kg/m run respectively. (a) Estimate the design loads acting on beams B1-C1, B2-C2 and B1-B3 and columns B1 and C1. (b) Use the load estimated in (a) above; (i) Design the slab in one of the panels using the following material strengths; fcu = 30 N/mm? and fy = 500 N/mm? (ii) Design the beam B2 - C2 using structural steel member with permissible bending stress = 460 N/mm2 4 m 4 m 4 m 8 m (2)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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