A 120 Kn 3 M B 85 Kn M 6 M C X 1 (54.82 KiB) Viewed 32 times
1. Choose from the following the moment equation at segmentBC.
2.. What is the vertical reaction at roller C (inKN).
3. If the allowable flexural stress is 650 MPa, choose the mosteconomical W shape for this beam. Use the table of propertiesfor the W shape section.
4. What is the value of maximum positive moment (inKN-m)?
5. What is the value of shear force at 2m from left end ofthe beam (in KN)?
A 120 kN 3 m B 85 kN/m 6 m C x
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