You are working as a junior structural technician on a commercial building project. During the erection of a formwork support beam, the site engineer provides you with a layout for checking structural stability. The beam is a simply supported horizontal steel beam, 10 meters in total span, supported at points A (pin support) and B (roller support). The beam carries the following loads: A concentrated point load of 5 kN located 3 m from point A A uniformly distributed load (UDL) of 2 kN/m extending across the last 4 meters of the span (from 6 m to 10 m) Calculate Maximum Bending Stress in the Beam (Trial section: UB)