Determine 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, fy = 400 MPa, Wa=slab weight + 40mm tiling Slabthickness=180 mm All columns= 300* 300 mm All beams=300* 600 mm 11 11 0.3 11 11 11 11 7m 11 11 11 11 11 [0.3 93 3m 0.3 3m 103 Fig.(1)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine 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, fy = 400 MPa,
Wa = slab weight + 40mm tiling
Slabthickness = 180 mm
All columns = 300*300 mm
All beams = 300 * 600 mm
0.3
H
11
11
11
11
7m
11
11
10.3
3m
= 0.3
3m
10.3
Fig.(1)
0.3
+H
Transcribed Image Text:Determine 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, fy = 400 MPa, Wa = slab weight + 40mm tiling Slabthickness = 180 mm All columns = 300*300 mm All beams = 300 * 600 mm 0.3 H 11 11 11 11 7m 11 11 10.3 3m = 0.3 3m 10.3 Fig.(1) 0.3 +H
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