The slab shown below is to carry a characteristic variable load of 2.5 kN/m². Calculate the design load on the slab (per m²) and use it to determine the UDL on beams AB & CD. From this, calculate the design load at the base of the columns. Assume slab / beams span to the outer faces of the columns. Take the unit weight of concrete as 23.5 kN/m³. 2.4 m 0.35m x 0.25m R.C. beam 0.25 mx 0.25 m R.C. column 5.0m 0.225m thick R.C. slab B 6.5 m

The slab shown below is to carry a characteristic variable load of 2.5 kN/m². Calculate the design load on the slab (per m²) and use it to determine the UDL on beams AB & CD. From this, calculate the design load at the base of the columns. Assume slab / beams span to the outer faces of the columns. Take the unit weight of concrete as 23.5 kN/m³. 2.4 m 0.35m x 0.25m R.C. beam 0.25 mx 0.25 m R.C. column 5.0m 0.225m thick R.C. slab B 6.5 m

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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