1000 lb 2000 ft-lb y 1500 lb k4 ft- -4 ft-4 ft- 250 lb/ft 12 ft A) Compute the external reactions supporting the beam. Don't ignore the applied couple of 2000 ft-lb. B) Construct the Shear Diagram (use complete labeling). C) Construct the Bending Moment Diagram (use complete labeling).

1000 lb 2000 ft-lb y 1500 lb k4 ft- -4 ft-4 ft- 250 lb/ft 12 ft A) Compute the external reactions supporting the beam. Don't ignore the applied couple of 2000 ft-lb. B) Construct the Shear Diagram (use complete labeling). C) Construct the Bending Moment Diagram (use complete labeling).

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 10.4.39P: A beam supporting a uniform load of intensity q throughout its length rests on pistons at points A,...

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Question

1000 lb
2000 ft-lb
y
1500 lb
k4 ft- -4 ft-4 ft-
250 lb/ft
12 ft
A) Compute the external reactions supporting the beam.
Don't ignore the applied couple of 2000 ft-lb.
B) Construct the Shear Diagram (use complete labeling).
C) Construct the Bending Moment Diagram (use complete labeling).

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