Consider the beam and loading shown. Take $d=1\mathrm{.}28$ in$.$ Use $E=29{10}^6$ psi.

Determine the slope at end $A.($Round the final answer to two decimal places.$)$

The slope at end $A$ is $,{10}^{-3}$radgrad.

Consider the beam and loading shown. Take $d=1\mathrm{.}28$ in$.$ Use $E=29{10}^6$ psi.

Determine the deflection at point $B.($Round the final answer to four decimal places.$)$

The deflection at point $B$ is $$ in$.$ darr.