Dispersal of wheel loads on segmental bridge top slab
Dispersal of wheel loads on segmental bridge top slab
(OP)
If a wheel load is placed next to the joint of a segmental bridge, should I assume the "effective width" in designing transverse bending reinforcement (in the top slab) NOT including the slab on the other side of the joint?





RE: Dispersal of wheel loads on segmental bridge top slab