Table 4: Moments and shears due to live load ( and ).

Girder no. Position Left lane Right lane Both lanes Mean (kNm) Mean (kN) C.O.V. Mean (kNm) Mean (kN) C.O.V. Mean (kNm) Mean (kN) C.O.V. 1 Mid span 2,333.46 — 0.24 567.56 — 0.33 2,720.61 — 0.23 1 End of cover plate 815.24 — 198.29 — 950.50 — 1 Support — 333.35 — 81.08 — 388.66 2 Mid span 2,390.08 — 0.18 998.17 — 0.23 3,247.35 — 0.18 2 End of cover plate 835.02 — 348.73 — 1,134.52 — 2 Support — 341.44 — 142.6 — 463.91 3 Mid span 1,786.97 — 0.19 1,735.61 — 0.19 3,356.65 — 0.19 3 End of cover plate 624.31 — 606.37 — 1,172.71 — 3 Support — 255.28 — 247.94 — 479.52 4 Mid span 1,107.47 — 0.23 2,413.79 — 0.18 3,356.65 — 0.19 4 End of cover plate 386.92 — 843.30 — 1,172.71 — 4 Support — 158.21 — 344.84 — 479.52 5 Mid span 654.47 — 0.27 2,440.12 — 0.22 2,920.77 — 0.21 5 End of cover plate 228.65 — 852.50 — 1,020.43 — 5 Support — 93.50 — 348.59 — 417.25

C.O.V.: coefficient of variation.