Figure Q2 shows the free body diagram of a 10 m long beam AD of uniform cross-section, simply supported at locations A and C. A uniformly distributed load of 10 kN/m is applied on the part AB of the beam together with a concentrated load of 20 kN at the end D. 10KN/m 20kN B D 4m 4m 2m Fig.Q2: Structural Beam (a) Draw a free body diagram and find the reaction forces at the supports A and C. (b) Draw the shear force diagram (SFD) for the beam and show the values at A, B, C and D. (c) Draw the bending moment diagram (BMD) and show the values at A, B, C and R.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.3.5P: Segments AB and BCD of beam ABCD are pin connected at x = 10 ft. The beam is supported by a pin...
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Figure Q2 shows the free body diagram of a 10 m long beam AD of uniform
cross-section, simply supported at locations A and C. A uniformly distributed load
of 10 kN/m is applied on the part AB of the beam together with a concentrated
load of 20 kN at the end D.
10kN/m
20kN
AV
4m
4m
2m
Fig.Q2: Structural Beam
Draw a free body diagram and find the reaction forces at the supports A
and C.
(a)
(b)
Draw the shear force diagram (SFD) for the beam and show the values at
А, В, С and D.
(c)
Draw the bending moment diagram (BMD) and show the values at A, B, C
and D.
Transcribed Image Text:Figure Q2 shows the free body diagram of a 10 m long beam AD of uniform cross-section, simply supported at locations A and C. A uniformly distributed load of 10 kN/m is applied on the part AB of the beam together with a concentrated load of 20 kN at the end D. 10kN/m 20kN AV 4m 4m 2m Fig.Q2: Structural Beam Draw a free body diagram and find the reaction forces at the supports A and C. (a) (b) Draw the shear force diagram (SFD) for the beam and show the values at А, В, С and D. (c) Draw the bending moment diagram (BMD) and show the values at A, B, C and D.
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