3.14. A cantilever beam of unit thickness is subjected to the uniform load of intensity p (Fig. P3.14). The stresses as obtained by the elementary theory are given 3p 3y -1 2h 3p a²y, Oy = 5 Txy x (h² – y²) (a) - 2 3h Figure P3.14. YA To h h Disregarding the body forces, verify whether Eg. (a) is a valid solution of the plane stress problem in

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Chapter2: Loads On Structures
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Chapter 3. Problems in Elasticity
3.14. A cantilever beam of unit thickness is subjected to the uniform load of intensity p (Fig.
P3.14). The stresses as obtained by the elementary theory are given
3y
3p
a²y,
a (h² – y²) (a)
Or =
Try
2h
Figure P3.14.
L -
h
Disregarding the body forces, verify whether Eq. (a) is a valid solution of the plane stress problem in
elasticity.
Transcribed Image Text:Chapter 3. Problems in Elasticity 3.14. A cantilever beam of unit thickness is subjected to the uniform load of intensity p (Fig. P3.14). The stresses as obtained by the elementary theory are given 3y 3p a²y, a (h² – y²) (a) Or = Try 2h Figure P3.14. L - h Disregarding the body forces, verify whether Eq. (a) is a valid solution of the plane stress problem in elasticity.
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