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Strength Of Materials
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Strength Of Materials Miscellaneous
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Strength Of Materials Miscellaneous
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Strength Of Materials
Strength Of Materials Miscellaneous
A tapered cantilever beam of constant thickness is loaded as shown in the sketch below. The bending stress will be
maximum near the fixed end
maximum at x =
1
L
2
maximum at x =
2
L
3
uniform throughout the length
Correct Option:
D
m
=
σ
I
y
(PL / bd
3
)
=
(σ / d)
12
2
σ =
6PL
bd
2
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