Structural design

Permissible values of temporary fixing points in uncracked concrete

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c ... max. thickness of attached part 15 mm

Tensile force Nperm. [kN]

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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
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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
with fck,cube,current ≥ 10 N/mm2:
Fperm. = 11.1 kN (Rd = 16.65 kN)

▪ Permitted load in C20/25 concrete
with fck,cube,current ≥ 25 N/mm2:
Fperm. = 17.6 kN (Rd = 26.4 kN)

 

NOTICE

If the boundary conditions differ from those stated above, the approval Z-21.8-2033 must be used!

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