The beam shown has an internal hinge at B A vertical load P

Last updated: 6/10/2023

The beam shown has an internal hinge at B A vertical load P 25 kN is applied at B Use L 2m Magnitude of the reactions i w forces and moments at A and C are L A B a Vertical reaction force at C is 12 5 kN vertical reaction force at A is 12 5 kN moment reaction at A is 0 kN m b Vertical reaction force at C is 0 KN vertical reaction force at A is 25 kN moment reaction at A is 50 kN m c Vertical reaction force at C is 25 kN vertical reaction force at A is 0 kN moment reaction at A is 50 kN m d Vertical reaction force at C is 0 kN vertical reaction force at A is 25 kN moment reaction at A is 25 kN m