Check slope limitations (maximum 1:6) for longitudinal bars offsetting through beam-column joints.
Using a standardized checklist helps engineering firms reduce design errors, streamline the peer-review process, prevent costly field re-work, and accelerate municipal permitting approvals. Core Components of a CRSI Design Checklist crsi design checklist pdf
Ensure tie spacing meets code limits (e.g., 16 longitudinal bar diameters, 48 tie diameters, or the least column dimension). Check slope limitations (maximum 1:6) for longitudinal bars