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T0.3 ine the maximum live load that can be applied on one way slab shown in Fig. (1). The slab is reinforced with main reinforcement of $12 @ 150 mm at top and bottom f = 25 MPa, f, = 400 MPa , 3m 03 Wa = slab weight + 40mm tiling 3m !3! Slabthickness =180 mm All columns = 300 * 300 mm 7m %3D 0.3 Fig (1) All beams = 300 * 600 mm --- %3D

T0.3 ine the maximum live load that can be applied on one way slab shown in Fig. (1). The slab is reinforced with main reinforcement of $12 @ 150 mm at top and bottom f = 25 MPa, f, = 400 MPa , 3m 03 Wa = slab weight + 40mm tiling 3m !3! Slabthickness =180 mm All columns = 300 * 300 mm 7m %3D 0.3 Fig (1) All beams = 300 * 600 mm --- %3D

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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T0.3 ine the maximum live load that can be applied on one way slab shown in Fig. (1). The slab is reinforced with main reinforcement of $12 @ 150 mm at top and bottom f = 25 MPa, f, = 400 MPa , 3m Ł03 Wa = slab weight + 40mm tiling 3m Slabthickness =180 mm All columns = 300 * 300 mm 7m %3D 0.3 Cia (1) All beams = 300 * 600 mm --- %3D %3D
Transcribed Image Text:T0.3 ine the maximum live load that can be applied on one way slab shown in Fig. (1). The slab is reinforced with main reinforcement of $12 @ 150 mm at top and bottom f = 25 MPa, f, = 400 MPa , 3m Ł03 Wa = slab weight + 40mm tiling 3m Slabthickness =180 mm All columns = 300 * 300 mm 7m %3D 0.3 Cia (1) All beams = 300 * 600 mm --- %3D %3D
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