Redundancy analysis - Computational Analysis and Design of Bridge Structures - page 476

19′ 0′′ to curb line

1 2 3

7′ 2″ 7′ 2″ 3′ 7″

1′ 1″

7″ Slab includes 1/2″
monolithic wearing surface

1′ 6″ 1′ 6″

#6 @ 16″ c.c.
Alternate W/truss
bars

3/16″/ft.

2″ Cl.

1″ Cl.
Distribution reinf.
#S spaced as shown
top & bottom

11″ 11″ 11″ 11″

#6 Truss bar @ 16″ c.c.

#5Cl − @ 6″ c.c.

Typical

2-#10

PC beam 1 PC beam 2 PC beam 3

Figure 15.7 Prestressed concrete beam typical half-section.