Question 5: The slab system shown below is required to support a uniformly distributed service live load of 3.2 kN/m² and a service superimposed dead load of 2.5 kN/m² in addition to its own weight. Design the required reinforcement using Fé = 27.6 N/mm², Fy = 414 N/mm², Yconc24 kN/m³, slab thickness=180 mm, all columns are 400x400 mm. 5.0 m 4.5 m 5.0 m -5.5 m- 6.0 m- -5.5 m

Question 5: The slab system shown below is required to support a uniformly distributed service live load of 3.2 kN/m² and a service superimposed dead load of 2.5 kN/m² in addition to its own weight. Design the required reinforcement using Fé = 27.6 N/mm², Fy = 414 N/mm², Yconc24 kN/m³, slab thickness=180 mm, all columns are 400x400 mm. 5.0 m 4.5 m 5.0 m -5.5 m- 6.0 m- -5.5 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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