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The slab of a residential building of size 4.3 m × 6 m is simply supported on all the ir sides on 230 mm walls. Assuming an imposed load of 2 kN/m² and load due to ishes of 1.0 kN/m², design the floor slab. Use M25 concrete and Fe 415 steel. suming 10 mm diameter bars are used, cover 20 mm. Use ACI coefficient method.

The slab of a residential building of size 4.3 m × 6 m is simply supported on all the ir sides on 230 mm walls. Assuming an imposed load of 2 kN/m² and load due to ishes of 1.0 kN/m², design the floor slab. Use M25 concrete and Fe 415 steel. suming 10 mm diameter bars are used, cover 20 mm. Use ACI coefficient method.

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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concrete design 

| The slab of a residential building of size 4.3 m x 6 m is simply supported on all the four sides on 230 mm walls. Assuming an imposed load of 2 kN/m? and load due to finishes of 1.0 kN/m², design the floor slab. Use M25 concrete and Fe 415 steel. Assuming 10 mm diameter bars are used, cover 20 mm. Use ACI coefficient method.
Transcribed Image Text:| The slab of a residential building of size 4.3 m x 6 m is simply supported on all the four sides on 230 mm walls. Assuming an imposed load of 2 kN/m? and load due to finishes of 1.0 kN/m², design the floor slab. Use M25 concrete and Fe 415 steel. Assuming 10 mm diameter bars are used, cover 20 mm. Use ACI coefficient method.
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