Numerical Analysis of Dead Load Shear Force Distribution in Webs of Multicell Inclined Web Box-Girder Bridge

Figure 10

Crack development of box-girder. (a) P1 = 10200 kN. (b) P2 = 10455 kN. (c) P3 = 10701 kN. (d) P4 = 10956 kN.

(a)

(b)

(c)

(d)