• If the hanger were not attached at B, what would be the deflection at point B • With the hanger attached at B, determine the force carried in the rod BC. • The stress carried in the rod BC. The reactions in the fixed support at A

• If the hanger were not attached at B, what would be the deflection at point B • With the hanger attached at B, determine the force carried in the rod BC. • The stress carried in the rod BC. The reactions in the fixed support at A

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 10.4.31P: A temporary wood flume serving as a channel for irrigation water is shown in the 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

100%

The steel beam has a fixed support at A and a redundant hanger at B. The hanger rod has a cross sectional area of 3 in². The member A-B has a moment of inertia I=300 in⁴. Determine:

If the hanger were not attached at B, what would be the deflection at point B (E=29000 ksi)?
With the hanger attached at B, determine the force carried in the rod BC.
The stress carried in the rod BC.
The reactions in the fixed support at A.

The steel beam has a fixed support at A and a redundant hanger at B. The hanger rod has a cross
sectional area of 3 in?. The member A-B has a moment of inertia l=300 in“. Determine:
• If the hanger were not attached at B, what would be the deflection at point B (E=29000 ksi)?
• With the hanger attached at B, determine the force carried in the rod BC.
• The stress carried in the rod BC.
• The reactions in the fixed support at A.
Enter your answers in the space provided below is addition to submit your work.
C
3 k/ft
96 in
|A
168 in

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