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 | ||
Using which theory pile-caps are designed in RCDC. Truss or Beam design theory? And why?
RCDC design the pile-cap based on the Beam design theory.
In truss theory, effect of bending moment can’t be considered. Generally, there are moments exists in the column footing thus, designing pile-cap will give added advantage of design pile-cap for axial and bending moments.