Q2) For single story building shown in Figure below, all bcams are 300x500 mm, all columns are 300x300 mm. The building subjected to dcad load 3 KN/m and the roof live load 8 KN/m2 5m. 0.3 a. The slab thickness for deflection control. b. Check the shear adequacy of the slab. c. By using Ø 12 mm, what is the required 12 m positive reinforcement at section A-A?. d. If the top reinforcement at section B-B is Ø 12 mm @ 200 mm, show if this reinforcement is adequate to support the applied load? c. Find the maximum applied load on beam A &B 0.3, B 12 m 0.3 12@200 53m 530 m 01 Good Luck

Q2) For single story building shown in Figure below, all bcams are 300x500 mm, all columns are 300x300 mm. The building subjected to dcad load 3 KN/m and the roof live load 8 KN/m2 5m. 0.3 a. The slab thickness for deflection control. b. Check the shear adequacy of the slab. c. By using Ø 12 mm, what is the required 12 m positive reinforcement at section A-A?. d. If the top reinforcement at section B-B is Ø 12 mm @ 200 mm, show if this reinforcement is adequate to support the applied load? c. Find the maximum applied load on beam A &B 0.3, B 12 m 0.3 12@200 53m 530 m 01 Good Luck

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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