If the built up beam is subjected to an internal moment of M=75KN.m. Determine the maximum tensile and compressive stress acting in the beam. Determine the amount of this internal moment resisted by plate A.
A counterclockwise moment of 50 kN-m is applied 5 meters from the fixed end. There is a beam of length 30 meters. A moment of magnitude 120 Nm is applied in the clockwise direction at the end It is subjected to a distributed constant load of 10 KN/m from the starting point till 2 meters away from it.