4) Determine the moment capacity, øMn, for a 12 in. by 22 in. section with 4-# 7 reinforcing bars; f = 4 ksi,fy= 40 ksi, and d (with stirrups) = 19.7 in. Be certain to include self weight and check that the amount of reinforcing is within the maximum reinforcing limit to permit the use of 0.9 for the resistance factor. Provide the answer in k-ft.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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4) Determine the moment capacity, øMn, for a 12 in. by 22 in. section with 4-# 7 reinforcing
bars; f = 4 ksi, fy = 40 ksi, and d (with stirrups) = 19.7 in. Be certain to include self weight
and check that the amount of reinforcing is within the maximum reinforcing limit to permit
the use of 0.9 for the resistance factor. Provide the answer in k-ft.
Transcribed Image Text:4) Determine the moment capacity, øMn, for a 12 in. by 22 in. section with 4-# 7 reinforcing bars; f = 4 ksi, fy = 40 ksi, and d (with stirrups) = 19.7 in. Be certain to include self weight and check that the amount of reinforcing is within the maximum reinforcing limit to permit the use of 0.9 for the resistance factor. Provide the answer in k-ft.
6) Determine the shear capacity for the beam of problem 4) with normal weight concrete. What
shear capacity provided from the stirrups would be require if the factored shear for design is
22.5 k?
Transcribed Image Text:6) Determine the shear capacity for the beam of problem 4) with normal weight concrete. What shear capacity provided from the stirrups would be require if the factored shear for design is 22.5 k?
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