KootK,
In EC2, clause 6.4.1(4) states that the shear resistance should be checked at the face of the column and at the basic control perimeter u1. Also, clause 6.4.5(3) states that adjacent to the column the punching shear resistance should be limited to a maximum of...
Although there is a...
When carrying out a punching shear check for a flat plate, is it necessary to check for punching shear around the column face, or is it enough to check at a distance of d/2 from the column face? Believe AS3600 and ACI318 have no such requirements, but EC2 does. Understand it covers the case...
