(a) Determine the support reaction of the cantilever beam. (b) Draw the shear and moment diagrams of the beam. (c) Determine the maximum bending moment, Mmax of the beam.

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 4.5.29P: A beam of length L is designed to support a uniform load of intensity q (see figure). If the...
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PLS USE THE ODD TABLE, MY LAST DIGIT NU IS 3

Q2 A uniformly distributed force of C kN/m and a concentrated load of D kN are applied to a
cantilever beam with a cross-section as shown in Figure Q2. By using the parameters listed
in Table Q2.
(a)
Determine the support reaction of the cantilever beam.
(b)
Draw the shear and moment diagrams of the beam.
(c)
Determine the maximum bending moment, Mmax of the beam.
(d)
Determine the moment of inertia, I of the beam cross-section.
(e)
Calculate the maximum tensile and compressive stresses in the beam.
Transcribed Image Text:Q2 A uniformly distributed force of C kN/m and a concentrated load of D kN are applied to a cantilever beam with a cross-section as shown in Figure Q2. By using the parameters listed in Table Q2. (a) Determine the support reaction of the cantilever beam. (b) Draw the shear and moment diagrams of the beam. (c) Determine the maximum bending moment, Mmax of the beam. (d) Determine the moment of inertia, I of the beam cross-section. (e) Calculate the maximum tensile and compressive stresses in the beam.
Table Q2
Student with EVEN matric
number (XD 20xxB)
B = 0, 2, 4, 6, 8
40 kN/m
Parameter
Student with ODD matric
number (XD 20×XA)
A = 1, 3, 5, 7, 9
C
8 kN/m
D
20 kN
100 kN
C kN/m
200 mm
25 mm
25 mm
150
A
В
6 m
25
D kN
100 mm
Figure Q2
Transcribed Image Text:Table Q2 Student with EVEN matric number (XD 20xxB) B = 0, 2, 4, 6, 8 40 kN/m Parameter Student with ODD matric number (XD 20×XA) A = 1, 3, 5, 7, 9 C 8 kN/m D 20 kN 100 kN C kN/m 200 mm 25 mm 25 mm 150 A В 6 m 25 D kN 100 mm Figure Q2
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