In Figure Q5b, a beam is supported at A and C with a uniformly distributed load (UDL) of 38.75 kN/m between A and B. Distance L1 = 9.00 m and L2 = 4.50 m. Draw and label the shear force diagram (SFD) and bending moment diagram (BMD) for the beam shown in Figure Q5b. Label the shear force and the bending moment values at points A, B & C on both diagrams; determine the distance from A along the beam where the shear force is zero; and calculate the bending moment at the point where the shear force is zero. Clearly indicate the type of bending between AC and between BC. A UDL L1 Figure Q5b B L2 C

In Figure Q5b, a beam is supported at A and C with a uniformly distributed load (UDL) of 38.75 kN/m between A and B. Distance L1 = 9.00 m and L2 = 4.50 m. Draw and label the shear force diagram (SFD) and bending moment diagram (BMD) for the beam shown in Figure Q5b. Label the shear force and the bending moment values at points A, B & C on both diagrams; determine the distance from A along the beam where the shear force is zero; and calculate the bending moment at the point where the shear force is zero. Clearly indicate the type of bending between AC and between BC. A UDL L1 Figure Q5b B L2 C

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.38P: A fixed-end beam AB of a length L is subjected to a uniform load of intensity q acting over the...

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