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Problem 7.5 For the cantilever beam shown, determine the point where two bars theoretically can be cut off the calculated moment strength, M of the beam. f, = 60,000 psi and f = 3000 psi. (Ans. 9.09 ft from free e -16 in.- 3 @ 3 in. = 9 in. 34 in/ 3 in. #3 4 #9 stirrups w,= 6 k/ft 32 in. 29 in. -12 ft-

Problem 7.5 For the cantilever beam shown, determine the point where two bars theoretically can be cut off the calculated moment strength, M of the beam. f, = 60,000 psi and f = 3000 psi. (Ans. 9.09 ft from free e -16 in.- 3 @ 3 in. = 9 in. 34 in/ 3 in. #3 4 #9 stirrups w,= 6 k/ft 32 in. 29 in. -12 ft-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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change rebars to 3 bars #10 instead of 4 #9 and the uniform load "w" to 4 K/ft instead of 6k/ft

Problem 7.5 For the cantilever beam shown, determine the point where two bars theoretically can be cut off from the standpoint of the calculated moment strength, pM of the beam. f, = 60,000 psi and f = 3000 psi. (Ans. 9.09 ft from free end) -16 in.- 3 @ 3 in. = 9 in. 34 in/ 3 in. #3 4 #9 stirrups w,= 6 k/ft 32 in. 29 in. -12 ft-
Transcribed Image Text:Problem 7.5 For the cantilever beam shown, determine the point where two bars theoretically can be cut off from the standpoint of the calculated moment strength, pM of the beam. f, = 60,000 psi and f = 3000 psi. (Ans. 9.09 ft from free end) -16 in.- 3 @ 3 in. = 9 in. 34 in/ 3 in. #3 4 #9 stirrups w,= 6 k/ft 32 in. 29 in. -12 ft-
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