For the overhanging girder AB shown in figure draw the influence lines for the following Support reaction for A Support reaction for B Shear Force & BM at E If two wheel loads 200 kN and 80 kN spaced 1m apart roll on the girder, Find the maximum positive and negative SF & BM at the section E. Any wheel load can lead each other If a distributed live load of 80 KN per meter run occupy any position on the girder (either continuously or in patches). Find the maximum positive and negative SF & BM at the section marked E Shear Force to the left & right of B Bending Moment at B Shear Force & BM at F Bending Moment at A Shear Force to the left & right of A