5N 0.5 N/m B 6 m.- - 6 m. - 6 m. - 6 m.- 1. A force of 5 N acts from point D on the beam carrying a uniformly distributed load in the figure. a.) Calculate the support reactions A and B, the normal and shear forces and moments at points C and D. b.) Calculate the maximum bending moment of the system by dividing the whole length into 3 intervals (0-12 m, 12-18 m and 18-24 m).

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.8.7P: A steel beam of length L = 16 in. and cross-sectional dimensions h = 0.6 in. and h = 2 in. (see...
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5N
0.5 N/m
B
6 m.-
- 6 m.
- 6 m.
-6 m.
1.
A force of 5 N acts from point D on the beam carrying a uniformly distributed load in the figure.
a.) Calculate the support reactions A and B, the normal and shear forces and moments at points
C and D.
b.) Calculate the maximum bending moment of the system by dividing the whole length into 3
intervals (0-12 m, 12-18 m and 18-24 m).
Transcribed Image Text:5N 0.5 N/m B 6 m.- - 6 m. - 6 m. -6 m. 1. A force of 5 N acts from point D on the beam carrying a uniformly distributed load in the figure. a.) Calculate the support reactions A and B, the normal and shear forces and moments at points C and D. b.) Calculate the maximum bending moment of the system by dividing the whole length into 3 intervals (0-12 m, 12-18 m and 18-24 m).
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