Q2) For the slab shown in Fig.(2),find the allowable live load for the section 1-1. Use f'c-25 MPa, fy = 350MPa, h= L/24. The beams dimensions are 250mm*600 mm. 8.5 * 1 # 4 # R B 3.5m 4 1 1 1 1 1 I I E 1 I II 1 3.5m 1 1 1 I 1 9 12@500mm 1 10@500mm Fig. (2) 250mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2) For the slab shown in Fig.(2),find the allowable live load for the section 1-1.
Use f'c-25 MPa, fy=350MPa, h= L/24.
The beams dimensions are 250mm*600 mm.
8.5
E
#
#
*
8
#
3.5m
4
1
11
#
1
11
1
B
1
1
1
1
4
1
t
1
I
I
1
1
I
3.5m
1
1
I
1
1
1
1
I
1
S
1
9 12@500mm
1
10@500mm
Fig. (2)
250mm
Transcribed Image Text:Q2) For the slab shown in Fig.(2),find the allowable live load for the section 1-1. Use f'c-25 MPa, fy=350MPa, h= L/24. The beams dimensions are 250mm*600 mm. 8.5 E # # * 8 # 3.5m 4 1 11 # 1 11 1 B 1 1 1 1 4 1 t 1 I I 1 1 I 3.5m 1 1 I 1 1 1 1 I 1 S 1 9 12@500mm 1 10@500mm Fig. (2) 250mm
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