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. Is beam thickness adequate or safe for shear? (YES or NO) (show your solutions, NO
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. Is beam thickness adequate or safe for shear? (YES or NO) (show your solutions, NO
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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.
Is beam thickness adequate or safe for shear? (YES
or NO)
(show your solutions, NO
SOLUTION is wrong, do not input if there is no
solution)
As =
mm2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F11a8cf1d-88fa-41ff-885d-ebc598d30eae%2F809a7312-f346-47cc-9327-e13e37b2b714%2Fdojwh7_processed.jpeg&w=3840&q=75)
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.
Is beam thickness adequate or safe for shear? (YES
or NO)
(show your solutions, NO
SOLUTION is wrong, do not input if there is no
solution)
As =
mm2
![6m
toit
w8.
w 8.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F11a8cf1d-88fa-41ff-885d-ebc598d30eae%2F809a7312-f346-47cc-9327-e13e37b2b714%2Fy4cnijk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:6m
toit
w8.
w 8.
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