A uniformly distributed load(w) of length shorter than the span crosses a girder. The bending moment at a section in girder will be maximum when
Four wheel loads of 6 kN, 4 kN,8kN and 5 kN cross a girder of 20 m span followed by uniformly distributed load of 4 kN/m and 4 m long with the 6 kN load leading. The magnitude of bending moment at a section 8 m from the left support is kNm.