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

Table 1

Initial cable tension of each stay cable.

Pier 4				Pier 5
Cable number	Tension cable force (left) (kN)	Cable number	Tension cable force (right) (kN)	Cable number	Tension cable force (left) (kN)	Cable number	Tension cable force (right) (kN)
C1′	7500	C1	9000	C1	9000	C1′	4500
C2′	6500	C2	9500	C2	9500	C2′	6500
C3′	5500	C3	8000	C3	8000	C3′	5500
C4′	5500	C4	8000	C4	8000	C4′	5000
C5′	5500	C5	8500	C5	8000	C5′	6000
C6′	5500	C6	8000	C6	7400	C6′	6500
C7′	5500	C7	8000	C7	7000	C7′	5500
C8′	6000	C8	8000	C8	7000	C8′	6000
C9′	6000	C9	7500	C9	7000	C9′	6000
C10′	6500	C10	7500	C10	7500	C10′	6500
C11′	6500	C11	7500	C11	7500	C11′	6500
C12′	9500	C12	7500	C12	7500	C12′	9000
C13′	9500	C13	7500	C13	7500	C13′	9000
C14′	10000	C14	7500	C14	7500	C14′	9500
C15′	9500	C15	6500	C15	6500	C15′	9500