The overhang beam shown in Figure Q2 is pinned at A and rest on a roller at B. The beam supports a uniformly distributed load of A kN/m, a concentrated load of C kN and a couple of moment B kN.m. By using the value given in Table Q2: Q2 (a) Determine the support reaction at point A and B. (b) Draw the shear diagrams of the beam. (c) Determine the location on the beam where V = 0 kN. (d) Draw the bending moment diagram for the beam. A kN/m A B. BkN-m -3 m 3 m 2 m C kN Figure Q2 Table Q2 Parameter Student with ODD matric Student with EVEN matric пumber (XD 20%ХXA) A = 1, 3, 5, 7, 9 8 KN/m гumber (XD 20xxхB) B= 0, 2, 4, 6, 8 16 kN/m 24 kN.m 12 kN 12 kN.m 6 kN

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Q2

The overhang beam shown in Figure Q2 is pinned at A and rest on a roller at B. The
beam supports a uniformly distributed load of A kN/m, a concentrated load of C kN
and a couple of moment B kN.m. By using the value given in Table Q2:
Q2
(a)
Determine the support reaction at point A and B.
(b)
Draw the shear diagrams of the beam.
(c)
Determine the location on the beam where V = 0 kN.
(d)
Draw the bending moment diagram for the beam.
A kN/m
A
B.
BkN-m
-3 m
3 m
2 m
C KN
Figure Q2
Table Q2
Parameter
Student with ODD matric
Student with EVEN matric
number (XD 20KXXA)
A = 1, 3, 5, 7, 9
8 KN/m
umber (XD 20xxxB)
B = 0, 2, 4, 6, 8
16 kN/m
24 kN.m
A
12 kN.m
6 kN
12 kN
Transcribed Image Text:The overhang beam shown in Figure Q2 is pinned at A and rest on a roller at B. The beam supports a uniformly distributed load of A kN/m, a concentrated load of C kN and a couple of moment B kN.m. By using the value given in Table Q2: Q2 (a) Determine the support reaction at point A and B. (b) Draw the shear diagrams of the beam. (c) Determine the location on the beam where V = 0 kN. (d) Draw the bending moment diagram for the beam. A kN/m A B. BkN-m -3 m 3 m 2 m C KN Figure Q2 Table Q2 Parameter Student with ODD matric Student with EVEN matric number (XD 20KXXA) A = 1, 3, 5, 7, 9 8 KN/m umber (XD 20xxxB) B = 0, 2, 4, 6, 8 16 kN/m 24 kN.m A 12 kN.m 6 kN 12 kN
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