If: fc'=4ksi, and fyt=60ksi Determine: 1- Shear diagram. 2- Maximum shear at d from face of support. 3- stirrup #3 spacing at maximum shear and Compare it with Asmin and Smax chek if the beam section is acceptable per code for shear. 4- at what distance from face of support (at maximum shear side) shear would be 15kips.

Structural Analysis
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ISBN:9781337630931
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Chapter2: Loads On Structures
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Homework-4
Mu=90 ft.k
wu=6 k/ft
If: fc'=4ksi, and fyt=60ksi Determine:
1- Shear diagram.
2- Maximum shear at d from face of support.
3- stirrup #3 spacing at maximum shear and
Compare it with Asmin and Smax
chek if the beam section is acceptable
per code for shear.
4- at what distance from face of support (at
maximum shear side) shear would be 15kips.
L=20ft
M=80 ft.k
RuA
RuB
10"
=25 in
Transcribed Image Text:Homework-4 Mu=90 ft.k wu=6 k/ft If: fc'=4ksi, and fyt=60ksi Determine: 1- Shear diagram. 2- Maximum shear at d from face of support. 3- stirrup #3 spacing at maximum shear and Compare it with Asmin and Smax chek if the beam section is acceptable per code for shear. 4- at what distance from face of support (at maximum shear side) shear would be 15kips. L=20ft M=80 ft.k RuA RuB 10" =25 in
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