Design using the yield-line theory a simply supported square slab of size 5 m to support a service-imposed load of 3 kN/m?. Assume floor finishing load to be 1 kN/m². Adopt M20 concrete and Fe 415 grade reinforcement. Assume diameter of bars used as 10 mm, cover = 25 mm.

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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concrete design 

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Design using the yield-line theory a simply supported square slab of size 5 m to
support a service-imposed load of 3 kN/m?. Assume floor finishing load to be 1 kN/m?.
Adopt M20 concrete and Fe 415 grade reinforcement. Assume diameter of bars used as
10 mm, cover = 25 mm.
Transcribed Image Text:Design using the yield-line theory a simply supported square slab of size 5 m to support a service-imposed load of 3 kN/m?. Assume floor finishing load to be 1 kN/m?. Adopt M20 concrete and Fe 415 grade reinforcement. Assume diameter of bars used as 10 mm, cover = 25 mm.
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