QUESTION

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For the cantilever beam and loading shown, use superposition to determine the slope and deflection at the free end. Assume that the flexural rigidity EI of the beam is constant. (Round the final answers to four decimal places.)

The slope (θC) at the free end is PL2EI⦪PL2EI⁢⦪ .

The deflection (yC) at the free end is PL3EI↓PL3EI↓ .


For the cantilever beam and loading shown, use superposition to determine the slope and deflection at the free end. Assume that the flexural rigidity El of the beam is constant. (Round the final answers to four decimal places.) \[ w=\frac{P}{L} \] The slope $\left(\theta_{\mathrm{C}}\right)$ at the free end is $\square \frac{P L^{2}}{E I} \amalg$. The deflection $\left(y_{\mathrm{C}}\right)$ at the free end is $\square \frac{P L^{3}}{E I} \downarrow$.

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