For the cross section of a highway beam bridge having a simple span of 50 ft. Determine the bending moment and shear live load distribution factors for all girders. The following data are given: Compressive strength of concrete (f.): Deck/Girder = 6/6 ksi 26.5 ft 11:7544 ft Traffic Barrier Wearing Surface 30 in h = 50 in hw = 42 in 21 in bw hd = 8 in 7.5 ft 7.5 ft 3.75 ft it S = 7.5 ft + Section Figure 2.14: Details for HW For the cross section of a highway beam bridge having a simple span of 50 ft. Determine the bending moment and shear live load distribution factors for all girders. The following data are given: Compressive strength of concrete (f.): Deck/Girder = 6/6 ksi 26.5 ft 11:7544 ft Traffic Barrier Wearing Surface 30 in h = 50 in hw = 42 in 21 in bw hd = 8 in 7.5 ft 7.5 ft 3.75 ft it S = 7.5 ft + Section Figure 2.14: Details for HW