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

Figure 9

Contrast diagram of shear lag coefficient in G1-G4 (Condition 4): (a) G1 section, (b) G2 section, (c) G3 section, and (d) G4 section.

(a)

(b)

(c)

(d)