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Deflection of Cantilever Beam Arrangement |
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| Mar11-05, 06:08 AM | #1 |
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Deflection of Cantilever Beam Arrangement
If two cantilever beams are fixed at Left Hand Side (LHS) and joined to eachother by means of a prop at RHS, how do i calculate the downwards vertical deflection of the bottom beam?
The beams are of length L, the prop length a. There is a point force on the bottom beam of magnitude W, downwards, at L/2 m. I already have calculated the downwards vertical deflection of the top beam to be (d of top)= (PL^3)/(3EI) Where P= load in prop EI=constant Please see attached for diagram |
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