For the figure shown. Design the upper leftmost corner slab. The dead load pressure is 5.19kpa and live load pressure is 2.40kpa. use fc'=21mpa, fy=345mpa. the beam has dimension of 300mm by 500mm. use 10mm main bars. Clear concrete covering = 20mm. Round off the slab thickness to the nearest whole number divisible by 5. As = mm2 D E H K cm F L 2.9m 2.8m 2.8m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Do not round off in between solutions and box your final answer. Correct answer should be 354.87
For the figure shown. Design the upper leftmost corner slab. The dead load
pressure is 5.19kpa and live load pressure is 2.40kpa. use fc'=21mpa,
fy=345mpa. the beam has dimension of 300mm by 500mm. use 10mm main
bars. Clear concrete covering = 20mm. Round off the slab thickness to the
nearest whole number divisible by 5.
As =
mm2
D
E
H
K
cm
F
2.9m
2.8m
2.8m
Transcribed Image Text:For the figure shown. Design the upper leftmost corner slab. The dead load pressure is 5.19kpa and live load pressure is 2.40kpa. use fc'=21mpa, fy=345mpa. the beam has dimension of 300mm by 500mm. use 10mm main bars. Clear concrete covering = 20mm. Round off the slab thickness to the nearest whole number divisible by 5. As = mm2 D E H K cm F 2.9m 2.8m 2.8m
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