Question

b. Draw shear diagram (identify all important shear values, slopes, and convention on the diagram) c. Draw the moment diagram

800 N 600 N 1200 Nm AM B 1 m 1 m 1 m -1m- Prob. 7-70

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Answer #1

Equilibinum equations: 600 800 EMB=0 1200 st Cayxu) - 8007371900 - 600X10 im im 4.50 00-600 20 Ay= Uson (A) Ery=0 By+450 - S

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