Strength of Materials: a Manual for Students of Engineering

Cover Strength of Materials: a Manual for Students of Engineering
Strength of Materials: a Manual for Students of Engineering
William Charles Popplewell
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Professor Perry has shown that for a rectangular cantilever loaded at the end only, the total deflection at the end is W7 3 _6_ Wl AI " "3EI + T Gbd and of the two parts which go to make up this total, that on the left is the one already found ; that on the right gives the deflection due to shear. Here G is the shear modulus.
Continuous Beams. Tj Let a continuous beam rest freely on supports which are on the same level at A, B, C, D (Fig. 53). At the first and last 1 h* X ~ ~*1 i 1 i /- -i- r i
... i i j'" \ \ -*""

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