Question 4.9: Displacements of a Stepped Cantilevered Beam by the Moment-A...
Displacements of a Stepped Cantilevered Beam by the Moment-Area Method
A nonprismatic cantilevered beam with two different moments of inertia carries a concentrated load P at its free end (Figure 4.14a). Find the slope at B and deflection at C.
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