Existing punching shear stress
|
Vu,res |
Governing shear force within the basic control perimeter (support force minus the soil pressure component within the perimeter section) |
|
Msc,1, Msc,2 |
Calculated plate moment in the 1st/2nd direction |
|
e1, e2 |
Distance from the center of mass of the perimeter section to the point of maximum stress |
|
J1, J2 |
Moment of inertia for bending of the basic control perimeter |