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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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