Given a simply supported THIN WEBBED SHAPE AISC member determine the following when the member is loaded as shown and fill in the blanks below. The distributed load is the beam weight per unit length $($q$).$

Compute the reaction forces at the supports A and $D.$

Determine the magnitude and location of the maximum shearing force stress.

Draw the complete shearing force and bending moment diagrams and upload the diagrams as requested in the next problem below.

The AISC member shape, loads and dimensions are listed below.

All answers are in SI units. Round to the nearest two decimal places.

$x1=2\mathrm{.}00m$

$x2=5\mathrm{.}50m$

$x3=2\mathrm{.}50m$

$FB=38\mathrm{.}00kN$

$FC=38\mathrm{.}00kN$

Member $=S510112$

$4\mathrm{.}1.$A$.$ Compute reaction forces at the support $D$ in $kN=$

$4\mathrm{.}1.$B$.$ Compute reaction forces at the support $A$ in $kN=$

$4\mathrm{.}2.$A$.$ Maximum shearing force in MPa$=$

$4\mathrm{.}2.$B$.$ Location of max shear $=$