1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from B to C and a concentrated moment at D. (a) Determine all of the support reactions on the beam (at A). Show free-body diagrams (with all essential components), and clearly annotate all calculations. [ans.: Ay = 10 kN; Ax = 0; MA = 20 kNm] (b) Use the METHOD OF SECTIONS to determine expressions for the shear force and bending moment along the entire length of the beam. [Ans.: A to B: Q = 10 kN, M = 10x – 20 kNm; B to C: Q = -10x + 15 kN, M = -5x² + 15 x - 21.25 kNm; C to D: Q = 0, M = %3D -10 kNm] (c) Plot the shear force and bending moment diagrams. 10 kN/m 10 kNm 0.5 m 1 m 0.5 m Figure 1.

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 9.3.15P: A cantilever beam has a length L = 12 ft and a rectangular cross section (b = 16 in., h = 24 in.), A...
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1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from B
to C and a concentrated moment at D.
(a) Determine all of the support reactions on the beam (at A). Show free-body diagrams
(with all essential components), and clearly annotate all calculations.
[ans.: Ay = 10 kN; Ax = 0; MA = 20 kNm]
%3D
%3D
(b) Use the METHOD OF SECTIONS to determine expressions for the shear force and
bending moment along the entire length of the beam.
= 10x – 20 kNm;
[Ans.: A to B: Q =
= -10x + 15 kN, M = -5x² + 15 x – 21.25 kNm;
C to D: Q = 0, M = -10 kNm]
= 10 kN, M
B to C: Q :
|
(c) Plot the shear force and bending moment diagrams.
T.
10 kN/m
10 kNm
0.5 m
1 m
0.5 m
Figure 1.
Transcribed Image Text:1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from B to C and a concentrated moment at D. (a) Determine all of the support reactions on the beam (at A). Show free-body diagrams (with all essential components), and clearly annotate all calculations. [ans.: Ay = 10 kN; Ax = 0; MA = 20 kNm] %3D %3D (b) Use the METHOD OF SECTIONS to determine expressions for the shear force and bending moment along the entire length of the beam. = 10x – 20 kNm; [Ans.: A to B: Q = = -10x + 15 kN, M = -5x² + 15 x – 21.25 kNm; C to D: Q = 0, M = -10 kNm] = 10 kN, M B to C: Q : | (c) Plot the shear force and bending moment diagrams. T. 10 kN/m 10 kNm 0.5 m 1 m 0.5 m Figure 1.
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