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.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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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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