Maximum shear force and bending moment occurs at B$.$ maximum Shear Force $=17\mathrm{.}471kN$ and maximum bending moment $=-62k\frac{N}{m}$

maximum allowable stress is $2$mPa shearing stress $4$mPa

location of neutral axis: $y=0\mathrm{.}88t($taking the positive root$)$

shear force at interface: $V=2\mathrm{.}58N$ per unit length

maximum nail spacing $=23\mathrm{.}3mm$

$($f$)$ Determine the largest tensile stress and the largest compressive stress in the beam.

$($g$)$ Considering T$-$section of Part$-$A$,$ calculate the plastic moment of the section, the yield moment of the section and the shape factor.

$($h$)$ Determine the deflection at mid$-$span of $BC$ and the slope at point $C$ using the integration method and discontinuity function methods. What is your judgement on the deflection? Is it acceptable or not?