Question $4$

$1$ pts

For the beam and loading shown in Fig Q$4,$ determine the maximum bending

moment at $C($ignoring sign$).$ The reaction forces at A and $C$ are $2\mathrm{.}58kN$ and

$14\mathrm{.}02kN,$ respectively.

Fig. Q$4$

$7\mathrm{.}26kNm$

$6\mathrm{.}6kNm$

$7\mathrm{.}74kNm$

$14\mathrm{.}52kNm$

$3\mathrm{.}3kNm$