P.= 18 kips A 3-49 3-49 #3 194 A *Face of - dear support 10'-0- -12"- Section A-A


P.= 18 kips<br>A<br>3-49<br>3-49<br>#3<br>194<br>A<br>*Face of<br>- dear<br>support<br>10'-0-<br>-12

Extracted text: P.= 18 kips A 3-49 3-49 #3 194 A *Face of - dear support 10'-0- -12"- Section A-A
5-12. For the overhanging beam shown, find the theoreti-<br>cal cutoff point for the center No. 9 bar. Assume the<br>section of maximum moment to be at the face of sup-<br>port. Use f = 5000 psi.<br>

Extracted text: 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 f = 5000 psi.

Jun 11, 2022
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