(b) The bridge shown in Fig. Ib has an internal hinge at D. 10kN 30kN 50kN...
(b) The bridge shown in Fig. Ib has an internal hinge at D. 10kN 30kN 50kN Hinge 10mカカ10m 8m 6m Fig. 1b . Using Muller-Breslau principle, draw qualitative influence lines for shear at mid-point of E and just right of supports C and E (Fig. Ib). If a three axle car is passing through the bridge as shown in Fig. Ib, determine the maxim moment at the mid-point of BC.