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The 200 mm thick reinforced concrete slab shown below is loaded with a total service dead load of 11.2 kN/m² and a service live load of 6.0 kN/m². If the slab is reinforced with 012 mm bars and if all beams are 300×600 mm and all columns are 300×300 mm, then: (a) Check the slab thickness for deflection requirements. (b) Check the slab thickness for flexural requirements (c) Calculate the design moment at mid-spans section. T 4.5 m 4.5 m 5.0 m 5.0 m 5.0 5.0 m

The 200 mm thick reinforced concrete slab shown below is loaded with a total service dead load of 11.2 kN/m² and a service live load of 6.0 kN/m². If the slab is reinforced with 012 mm bars and if all beams are 300×600 mm and all columns are 300×300 mm, then: (a) Check the slab thickness for deflection requirements. (b) Check the slab thickness for flexural requirements (c) Calculate the design moment at mid-spans section. T 4.5 m 4.5 m 5.0 m 5.0 m 5.0 5.0 m

Structural Analysis
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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The 200 mm thick reinforced concrete slab shown below is loaded with a total service dead load of 11.2 kN/m² and a service live load of 6.0 kN/m². If the slab is reinforced with 012 mm bars and if all beams are 300×600 mm and all columns are 300×300 mm, then: (a) Check the slab thickness for deflection requirements. (b) Check the slab thickness for flexural requirements (c) Calculate the design moment at mid-spans section. T 4.5 m 4.5 m 5.0 m 5.0 m 5.0 5.0 m
Transcribed Image Text:The 200 mm thick reinforced concrete slab shown below is loaded with a total service dead load of 11.2 kN/m² and a service live load of 6.0 kN/m². If the slab is reinforced with 012 mm bars and if all beams are 300×600 mm and all columns are 300×300 mm, then: (a) Check the slab thickness for deflection requirements. (b) Check the slab thickness for flexural requirements (c) Calculate the design moment at mid-spans section. T 4.5 m 4.5 m 5.0 m 5.0 m 5.0 5.0 m
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