A 20 ft cantilever was subjected to a uniform distributed factored dead load of 5 kip/ft and a uniform distributed factored live load of 10 kip/ft. Calculate the maximum moment in kip.ft. Q1) Q2) Find the area of steel required assuming the moment is 475 kip.ft Q3) What is the maximum and minimum area of steel as permitted by the ACI code for the cross-section? Indicate the code sections.
A 20 ft cantilever was subjected to a uniform distributed factored dead load of 5 kip/ft and a uniform distributed factored live load of 10 kip/ft. Calculate the maximum moment in kip.ft. Q1) Q2) Find the area of steel required assuming the moment is 475 kip.ft Q3) What is the maximum and minimum area of steel as permitted by the ACI code for the cross-section? Indicate the code sections.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A 20 ft cantilever was subjected to a uniform distributed factored dead load of 5 kip/ft and
a uniform distributed factored live load of 10 kip/ft.
Calculate the maximum moment in kip.ft.
Q1)
Q2) Find the area of steel required assuming the moment is 475 kip.ft
Q3)
Q4)
What is the maximum and minimum area of steel as permitted by the ACI code for
the cross-section? Indicate the code sections.
What is the balanced Moment on the beam in kip.ft
Assume: fc' = 5 ksi
fy = 60 ksi Es = 29 x 106 psi
d = dt = 35 in. b = 15](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9d072300-8e0e-47cf-a3df-64ccd298964b%2Fdea3cbd3-2aec-4c03-b544-aeeef95115e8%2Fgakvizh_processed.png&w=3840&q=75)
Transcribed Image Text:A 20 ft cantilever was subjected to a uniform distributed factored dead load of 5 kip/ft and
a uniform distributed factored live load of 10 kip/ft.
Calculate the maximum moment in kip.ft.
Q1)
Q2) Find the area of steel required assuming the moment is 475 kip.ft
Q3)
Q4)
What is the maximum and minimum area of steel as permitted by the ACI code for
the cross-section? Indicate the code sections.
What is the balanced Moment on the beam in kip.ft
Assume: fc' = 5 ksi
fy = 60 ksi Es = 29 x 106 psi
d = dt = 35 in. b = 15
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