5.6. Plot the shear and bending-moment diagrams for the beam shown if 2,000 lb, wi = P 10 lb/in., and w2 = 20 lb/in. %3D

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Show your complete solution with dimensional analysis.
40-
30- - 30
--
100
IR,
YR2
PROBS. 5.5 and 5.6.
5.6. Plot the shear and bending-moment diagrams for the beam shown if
P = 2,000 lb, wi =
10 lb/in., and w2
20 lb/in.
Transcribed Image Text:Show your complete solution with dimensional analysis. 40- 30- - 30 -- 100 IR, YR2 PROBS. 5.5 and 5.6. 5.6. Plot the shear and bending-moment diagrams for the beam shown if P = 2,000 lb, wi = 10 lb/in., and w2 20 lb/in.
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