bootlegend
Structural
- Mar 1, 2005
- 289
I know this has come up on the forums before. Specifically, this thread addressed some concerns serious concerns with the force transfers in stepped retaining walls.
I'm designing a wall and want to use the tapered geometry and direct lap splices for the flexural reinforcement. The contractor would prefer rectangular steps. Anyone see any issues doing something like in the attached sketch? Simply allowing the contractor to build as stepped as long as the tapered design geometry is maintained. It's some extra concrete, but if they prefer it I can't find an issue with it. looking for other thoughts though.
I'm designing a wall and want to use the tapered geometry and direct lap splices for the flexural reinforcement. The contractor would prefer rectangular steps. Anyone see any issues doing something like in the attached sketch? Simply allowing the contractor to build as stepped as long as the tapered design geometry is maintained. It's some extra concrete, but if they prefer it I can't find an issue with it. looking for other thoughts though.