Choose the appropriate HE profile for the beam. The material is S355 (Fe52). Factor of safety should

be 2,25. Determine the maximum reference stress using von mises yield criterion. Draw Shear force

and Bending moment diagrams.

22 KN

K

3 m

+

36,5 kN/m

6,5 m

A

2,0 m

H

27 KN

3 m