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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 * 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

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
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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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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