Applies To | |||
Product(s): | STAAD Advanced Concrete Design | ||
Version(s): | All | ||
Environment: | N/A | ||
Area: | Concrete Design | ||
Subarea: | Pilecap Design | ||
Original Author: | Abhisek Mandal Bentley Technical Support Group | ||
Kindly clarify whether Development Length in Compression (Ld) is considered, while arriving the depth of Foundation for a Pile Cap.
For footing and pile-cap RCDC does not considered the “Ld” of the column reinforcement for minimum depth. Column design is an independent activity thus information of column reinforcement is not available for pile-cap design. User can provide minimum pile-cap depth available in general settings as per Ld requirement. Also if required each pile-cap can be redesigned with required minimum depth.