20 kN 12 kN A В M = 10 kN-m %3D 4m 4m 4m Figure Q1 (b)

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)
Section: Chapter Questions
Problem 8.2.13P: : A hollow, pressurized sphere having a radius r = 4.8 in, and wall thickness t = 0.4 in. is lowered...
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20 kN
12 kN
A
M = 10 kN m
4m
-4m
4m
Figure Q1 (b)
B,
Transcribed Image Text:20 kN 12 kN A M = 10 kN m 4m -4m 4m Figure Q1 (b) B,
Figure Q1 (b) shows the compound beam is fixed at A and supported by a roller at B.
The beam is rectangular cross-section 100 mm width x 200 mm length.
(i)
Draw the support reaction.
(ii)
Constructs the shear diagram and compute the value of shear.
Transcribed Image Text:Figure Q1 (b) shows the compound beam is fixed at A and supported by a roller at B. The beam is rectangular cross-section 100 mm width x 200 mm length. (i) Draw the support reaction. (ii) Constructs the shear diagram and compute the value of shear.
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