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Design a flat plate supported on columns spaced at 5.5 m in both directions. The size of the column is 500 mm by 500 mm and the imposed load on the panel is 4 kN/m². The height of each floor is 3.5 m. The floor slab is exposed to moderate environment. Assume floor finishing load to be 1 kN/m² and use M25 concrete and Fe 415 grade steel. Assuming 12 mm diameter bars are used, cover 30 mm. Also, check for punching shear. Use E.F.M.

Design a flat plate supported on columns spaced at 5.5 m in both directions. The size of the column is 500 mm by 500 mm and the imposed load on the panel is 4 kN/m². The height of each floor is 3.5 m. The floor slab is exposed to moderate environment. Assume floor finishing load to be 1 kN/m² and use M25 concrete and Fe 415 grade steel. Assuming 12 mm diameter bars are used, cover 30 mm. Also, check for punching shear. Use E.F.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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Design a flat plate supported on columns spaced at 5.5 m in both directions. The size of the column is 500 mm by 500 mm and the imposed load on the panel is 4 kN/m?. The height of each floor is 3.5 m. The floor slab is exposed to moderate environment. Assume floor finishing load to be 1 kN/m? and use M25 concrete and Fe 415 grade steel. Assuming 12 mm diameter bars are used, cover 30 mm. Also, check for punching shear. Use E.F.M.
Transcribed Image Text:Design a flat plate supported on columns spaced at 5.5 m in both directions. The size of the column is 500 mm by 500 mm and the imposed load on the panel is 4 kN/m?. The height of each floor is 3.5 m. The floor slab is exposed to moderate environment. Assume floor finishing load to be 1 kN/m? and use M25 concrete and Fe 415 grade steel. Assuming 12 mm diameter bars are used, cover 30 mm. Also, check for punching shear. Use E.F.M.
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