Question $2(40$ Points$)$

Is the beam shown below adequate for moment stresses? Use LRFD methodology if the last digit of your student ID is

EVEN, use ASD if it's ODD.$($Use ASD method my student number ends with ODD number$)$

Take the elastic section modulus as $103\mathrm{.}0i{n}^3,$

Steel yield stress as $50\mathrm{.}60$ksi,

and use $w_u\frac{L^2}{8}$ to calculate the required moment strength.