A propped cantilever steel beam is constructed from an IPN 300 section. The beam is loaded by its self-weight with intensity q. The length of the beam is 3.5 m. Let E = 205 GPa (a) Calculate the...

A propped cantilever steel beam is constructed from an IPN 300 section. The beam is loaded by its self-weight with intensity q. The length of the beam is 3.5 m. Let E = 205 GPa

(a) Calculate the reactions at joints A and B.

(b) Find the location of zero moment within span AB.

(c) Calculate the maximum deflection of the beam and the rotation at joint B.