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

Figure 10

Contrast diagram of shear lag coefficient in G1-G4 (Condition 4): (a) G5 section, (b) G6 section, (c) G7 section, and (d) G8 section.

(a)

(b)

(c)

(d)