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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Do not round off in between solutions and box your final answer.
Correct answer should be 354.87

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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