$2.$M acts in a vertical plane and is applied to a beam oriented as shown. Determine the maximum

tensile stress in the beam and the angle, $\backslash$alpha $,$ that the neutral axis forms with the horizontal. Make sure you check

all possible points $($corners$)$ for max stress an$($d$)/($o$)$r state other reasoning for the point that you pick. Take M$=$

$2\mathrm{.}4$kN$*$m and use the table entry information given below for the C$200\backslash$times $17\mathrm{.}1\backslash$sigma $\_($max$)=66\mathrm{.}0$MPa,$\backslash$alpha $=9\mathrm{.}59\backslash$deg