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
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Q2) For single story building shown in Figure below, all beams are 300x500 mm, all columns are
300x300 mm. The building subjected to dcad load 3
KN/m and the roof live load 8 KN/m
5 m
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?
e. Find the maximum applied load on
beam A &B
0.3
B
12 m
0.3
12e200
53m
5.30 m
Good Luck
1 045
Transcribed Image Text:Q2) For single story building shown in Figure below, all beams are 300x500 mm, all columns are 300x300 mm. The building subjected to dcad load 3 KN/m and the roof live load 8 KN/m 5 m 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? e. Find the maximum applied load on beam A &B 0.3 B 12 m 0.3 12e200 53m 5.30 m Good Luck 1 045
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