Extracted text: Q3. Figure Q3 shows a continuous beam ADBC with a hinge. A 3 m 3 m 4 m 4 m Figure Q3 i. Draw the Influence lines for the following a). Vertical Reaction at A b). Bending Moment at B c). Bending moment at mid span BC ВС. ii. If following loads are moving on the beam, find the maximum Bending Moment at mid when span a). Two concentrated loads of 5 kN each act at 2 m apart. b). A Uniformly distributed load of 2 kN /m and 2 m in length covers the beam.