xay xya xys + C6 20 is proposed to solve the problem of a cantilever beam...
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xay xya xys + C6 20 is proposed to solve the problem of a cantilever beam carrying uniformly varying loading as shown in the following figure. Explicitly verify that this stress function will satisfy all conditions on the problem and determine each of the constants C; and the resulting stress field. Use resultant force boundary conditions at the beam ends. (p/L)x xay xya xys + C6 20 is proposed to solve the problem of a cantilever beam carrying uniformly varying loading as shown in the following figure. Explicitly verify that this stress function will satisfy all conditions on the problem and determine each of the constants C; and the resulting stress field. Use resultant force boundary conditions at the beam ends. (p/L)x
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