Structural design
Permissible values of temporary fixing points in uncracked concrete
c ... max. thickness of attached part 15 mm
Tensile force Nperm. [kN] |
![]()
|
|
Shear force Vperm. [kN] |
A C8/10 (fck,cube,current = 10 N/mm2) |
B C12/15 (fck,cube,current = 15 N/mm2) |
C C16/20 (fck,cube,current = 20 N/mm2) |
D C20/25 (fck,cube,current = 25 N/mm2) |
E C25/30 (fck,cube,current = 30 N/mm2) |
Boundary conditions
Anchoring depth hef ... 85 mm
Building-element thickness hmin ... 200 mm
Distance from edge c ... 400 mm
Distance s from one another ... min. 1200 mm
The following simplified values may be used: ▪ Permitted load in C8/10 concrete ▪ Permitted load in C20/25 concrete |
|
NOTICE If the boundary conditions differ from those stated above, the approval Z-21.8-2033 must be used! |
.