Existing punching shear stress
|
Vu,res |
design shear force within the critical control perimeter (support force minus soil pressure component within the section) |
|
Msc,1, Msc,2 |
rechnerisches Plattenmoment in 1./2. Richtung |
|
e1, e2 |
Distance from the center of gravity of the punching shear perimeter to the point of the greatest stress |
|
J1, J2 |
Moment of inertia for bending of the critical perimeter |