A tapered cantilever beam AB supports a concentrated load P at the free end (see figure). The cross sections of the beam are rectangular with constant width b, depth d_A at support A, and depth d_B = 3d_A /2 at the support. Thus, the depth d and moment of inertia I at distance x from the free end are, respectively,

in which I_A is the moment of inertia at end A of the beam.

Determine the equation of the deflection curve and the deflection δ_A at the free end of the beam due to the load P.

 

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Status NEW Posted 03 May 2017 09:05 AM My Price 8.00

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