Concrete Shear Reinforcement of integral precast and cast-in-place assembly
Concrete Shear Reinforcement of integral precast and cast-in-place assembly
(OP)
In a construction sequence where precast stringer beams pass orthogonally thru a cast-in-place supporting girder beam to become an integral assembly, can the stirrups of the precast section be considered stirrups participating in the shear resistance capacity of the girder beam in the region of overlap?






RE: Concrete Shear Reinforcement of integral precast and cast-in-place assembly
RE: Concrete Shear Reinforcement of integral precast and cast-in-place assembly
RE: Concrete Shear Reinforcement of integral precast and cast-in-place assembly
RE: Concrete Shear Reinforcement of integral precast and cast-in-place assembly
RE: Concrete Shear Reinforcement of integral precast and cast-in-place assembly
RE: Concrete Shear Reinforcement of integral precast and cast-in-place assembly
RE: Concrete Shear Reinforcement of integral precast and cast-in-place assembly