QUESTION $2$

Beam Deflection

$($Double integration method$)$

$(20\%)$

Determine the follow:

Derive formula for calculating deflection at unsupported edge of the beam in terms of $WL$ & EI

Calculate the deflection $($in terms of El $)$at the unsupported edge of the beam using the derived formula given:

$W=500KN$

$a=1m$

$L=4m$