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Strength of Materials
SFD & BMD -Overhanging Beams - Standard Cases
For the overh...
Question
For the overhanging beam shown in figure, the magnitude of maximum bending moment (in kNm) is
40
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Solution
The correct option is
A
40
R
A
+
R
B
=
60
k
N
[
∑
F
v
=
0
]
Taking moment from point B,
[
∑
M
B
=
0
]
R
A
×
4
−
(
10
×
4
×
2
)
+
20
=
0
R
A
=
10
k
N
R
B
=
50
k
N
Bending moment is maximum where shear force is zero (i.e shear force changes its sign).
Bending moment at B,
M
B
=
−
20
×
2
= 40 kN (Hogging)
Bending moment at point '1 m' from the right of point A,
M
=
10
×
1
−
(
10
×
1
×
1
2
)
=
5
k
N
m
(Sagging)
Maximum bending moment is at point B i.e.,
40
k
N
m
.
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