PC Cable-Stayed Bridge Main Girder Shear Lag Effects: Assessment of Single Cable Plane in Construction Stage

Figure 13

Distribution of shear lag coefficient along longitudinal direction (Condition 4). (a) Left side of Pier 4#. (b) Right side of Pier 4#. (c) Left side of Pier 5#. (d) Right side of Pier 5#.

(a)

(b)

(c)

(d)