2. Calculate the minimum beam width for the beam shown below. The clear cover to the stirrups on all sides is 2 in. The maximum aggregate size in the concrete is 1 in. 2a. What is the effective depth of the section? 2b. What is the minimum beam width of the section? 2c. What is the strength reduction factor and design flexural strength?
2. Calculate the minimum beam width for the beam shown below. The clear cover to the stirrups on all sides is 2 in. The maximum aggregate size in the concrete is 1 in. 2a. What is the effective depth of the section? 2b. What is the minimum beam width of the section? 2c. What is the strength reduction factor and design flexural strength?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For problem 2,Please use #3 stirrups. Also please use concrete clear cover of 2.5 in. when exposed to weather. For steel, please assume Gr. 60.
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