Table 3: Moments and shears due to dead and superimposed dead loads (, ,, and ).

Girder nos. Position Due to dead load Due to superimposed dead Mean (kNm) Mean (kN) Mean (kNm) Mean (kN) 1 and 5 Mid span 1,185.30 — 612.20 — End of cover plate 314.47 — 162.42 — Support — 169.33 — 87.46 2, 3, and 4 Mid span 1,185.30 — 214.67 — End of cover plate 314.47 — 56.95 — Support — 169.33 — 30.67