5-12. For the overhanging beam shown, find the theoreti- cal cutoff point for the center No. 9 bar. Assume the section of maximum moment to be at the face of sup- port. Use fe = 5000 psi.
5-12. For the overhanging beam shown, find the theoreti- cal cutoff point for the center No. 9 bar. Assume the section of maximum moment to be at the face of sup- port. Use fe = 5000 psi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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