Shear force (V) and bending moment (M) of the continuous beam system with 2 hinges added above Draw diagrams using the simple method. (x direction support reaction and x direction joint forces = 0)
Extracted text: 8kN 10KN q = 3kN / m 0,5m0, 5mD Im G 0,5m 0,5mC Im G, 4m