For calculation of two way (punching) shear, footing self-weight is not added to axial load.


Applies To
Product(s):STAAD Advanced Concrete Design
Version(s):Connect Edition
Environment:
Area:Concrete Design
Subarea:Footing Design
Original Author:Suvadeep Acharjee, Bentley Technical Support Group

For calculation of two way (punching) shear, footing self-weight is not added to axial load.

Concept of Footing punching shear criteria is column punches in the footing. Load from the column punches the column in footing. Self-weight of footing, overburden load do not participate in punching of column as it is a uniformly distributed load, thus it is not considered in design. For more information refer “Technical discussion” of footing from help Content.