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y = y = (e) (25%) The beam in Problem 3 is statically indeterminate to the first degree. Treat the reaction at B as
y = y = (e) (25%) The beam in Problem 3 is statically indeterminate to the first degree. Treat the reaction at B as the redundant. Use superposition method to determine (a) the reaction By, (b) deflection de and slope c at end C. Please refer to the attached deflection and slope formulae of a cantilever beam. Px 6EI Pa P 6EI (3a-x), 0xa -(3x-a), axL 90x 24 EI y=. 90 (6L-4Lx+x), 0xL Do.x 24 EI 9 a 24 EI y=- y=- 90 X (6a-4ax+x), 0xa -(4x-a), asxsL
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Using Excel & Access for Accounting 2010
Authors: Glenn Owen
3rd edition
1111532672, 978-1111532673
