What is the minimum design shear force $V_{Ed,\text{m}\text{i}\text{n}}$ in the beam described below.

Effective span, $L=6m$

Design $($i$.$e$.$ factored$)$ UDL, $w=31kN$

Thickness of supports at each end, $T=242mm$

Lever arm, $z=411mm$

Give your answer to the nearest whole kN and do not include units in your answer.

er

$57\mathrm{.}4$ margin of error $\frac{+}{-}2\%$

The final answer is equal to $57\mathrm{.}4$ KN