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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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