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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa2645e83-5877-480e-9e99-09edc88cc89a%2Fd3a9b907-dc82-4bb5-83c3-b2ada608811f%2Fbxylvtm_processed.jpeg&w=3840&q=75)
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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