Calculate the moments and sketch a bending moment diagram and shear force diagram and a axial load diagram * The maximum working stress in bending is 166MPa and 125MPa in shear. * Neglect the self-weight of the structure. * Neglect buckling of the columns. ignore w as the UDL is already calculated the beam is supported by POi pin supports tell me what the issue with it is so i can help the the distributed load is 2.65kN/m
