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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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P.= 18 kips
A
3-49
3-49
#3
194
A
*Face of
- dear
support
10'-0-
-12"-
Section A-A
Transcribed Image 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-
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.
Transcribed Image 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.
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