X kN Y kN/m В A k0.5 m → -1 m 2 m Figure Q4(b) Table Q4(b): Parameter of the external loadings Student with EVEN last digits ofmatric number (AD20xxxZ) Z = 0,2,4,6,8 4 kN Parameter 14 kN/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
Chapter4: Shear Forces And Bending Moments
Section: Chapter Questions
Problem 4.5.27P: The simple beam ACE shown in the figure is subjected to a triangular load of maximum intensity q0=...
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X kN
Y kN/m
A
В
+0.5 m
1 m
2 m
Figure Q4(b)
Table Q4(b): Parameter of the external loadings
Student with EVEN last digits ofmatric number
(AD20XXXZ)
Z = 0,2,4,6,8
4 kN
Parameter
X
14 kN/m
Transcribed Image Text:X kN Y kN/m A В +0.5 m 1 m 2 m Figure Q4(b) Table Q4(b): Parameter of the external loadings Student with EVEN last digits ofmatric number (AD20XXXZ) Z = 0,2,4,6,8 4 kN Parameter X 14 kN/m
(b) The simply supported beam AB shown in the Figure Q4(b) supports a concentrated
load and a segment of uniform load given in Table Q4(b).
(i)
Determine the support reaction of the beam.
(ii)
Draw the shear-force and bending-moment diagrams for this beam.
(iii) Determine the maximum moment of the beam.
Transcribed Image Text:(b) The simply supported beam AB shown in the Figure Q4(b) supports a concentrated load and a segment of uniform load given in Table Q4(b). (i) Determine the support reaction of the beam. (ii) Draw the shear-force and bending-moment diagrams for this beam. (iii) Determine the maximum moment of the beam.
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