The W$310$ x $39$ Wide$-$Flange beam is made of A$-36$ steel and is subjected to the loading shown.

Determine the slope and deflection of end A of the cantilevered beam. First use the method of

integration and then check your answer by using the method of superposition and the tables of

standard beam slopes and deflections.

Refer to the relevant tables of mechanical

and section properties

The loads and length are as follows:

w $=20+2$ kN$/$m

M $=10+4$ kN$.$m

L $=3+2/10$ m

Cantilevered Beam Slopes and Deflections