o. Two identical cantilever beams in contect at their ends support a distributed load over one of them as shown in Fie. P-708. Determine the restraining moment at each wall. Ans. MA -3WOL²/16; MB = -SwL/16 %3D use area moment method -L- Figure P-708

Structural Analysis
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Chapter2: Loads On Structures
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7/RESTRAINED-BEAMS
o. Two identical cantilever beams in contact at their ends support a distributed load
over one of them as shown in Fie. P-708. Determine the restraining moment at
each wall.
Ans. MA=-3WĽ²/16; M = -Sw.L²/16
use area moment
method
BE
Figure P-708
Transcribed Image Text:250 7/RESTRAINED-BEAMS o. Two identical cantilever beams in contact at their ends support a distributed load over one of them as shown in Fie. P-708. Determine the restraining moment at each wall. Ans. MA=-3WĽ²/16; M = -Sw.L²/16 use area moment method BE Figure P-708
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