I am verifying the required development length for a cap/column connection point. And I am curious about how I would calculate the reinforcement confinement factor to reduce the development length. My understanding is that the reinforcement of interest would be the length of column reinforcement...
Hi,
I would appreciate some advice regarding how to apply wind loads directly to the substructure of a bridge at angles different than 0° (per AASHTO).
AASHTO states to resolve the load into two component loads each perpendicular to the end and front elevations respectively. My understanding...
