Use Area-Moment Method in solving the Problem. 715. Determine the end moment and maximum EIS for the restrained beam shown inFig. P-715. (Hint: Let the redundants be the shear and moment at midspan. Alsonote that the midspan shear is zero. Why?)100 lb/ft100 lb/ft十代4 ft8 ft-4 ft.Figure P-715

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Determine the end moment and maximum EI8 for the restrained beam

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.7.12P: A simple beam ACE is constructed with square cross sections and a double taper (see figure). The...

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

Use Area-Moment Method in solving the Problem.

715. Determine the end moment and maximum EIS for the restrained beam shown in
Fig. P-715. (Hint: Let the redundants be the shear and moment at midspan. Also
note that the midspan shear is zero. Why?)
100 lb/ft
100 lb/ft
十代
4 ft
8 ft-
4 ft.
Figure P-715

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