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Multi-Monti assembly system technical systems
Permitted loads in concrete
Permitted maximum loads of a single dowel for fixing in cracked and uncracked concrete in acc. with
ETA 0 /0010 and ETA 0 /0011
The entire approval document must be observed when dimensioning!
Dowel size MMS-10 MMS-12
A4 gvz A4 gvz
Approval document no. ETA 0 /... 0011 0010 0011 0010
Highest permissible tensile load “N per ” of a single dowel without influence from the periphery 1)
Cracked concrete C20/25 3) kN 3.7 4.9
Uncracked concrete C20/25 3) kN 4.9 6.5
Highest permissible shear force “V per ” of a single dowel without influence from the periphery 1)
Cracked concrete C20/25 3) kN 9.8 5) 7.9 5) 14.3 12.8 5)
Uncracked concrete C20/25 3) kN 9.8 5) 7.9 5) 16.2 5) 12.8 5)
Permissible bending moment "M per “
European Technical Approval –
Option 1 for cracked concrete
Nm 22.2 18.7 45.9 40.4
Part dimensions and assembly values
Rated diameter of drill d0 = mm 8.0 10
Borehole depth h1 mm 90 75 100 85
Total anchoring depth hnom mm 75 65 90 75
Calculational anchoring depth hef = mm 47.5 54.5
Min. axle distance smin = mm 50 60
Min. edge distance cmin = mm 50 60
Min. thickness of part hmin = mm 130 115 140 125
Feedthrough in part to be connected df mm 12 14
Recommended max. tightening
torque4) Tinst = mm 40 55
1) This means c ≥ 1.5 x hef and s ≥ 3 x hef
2) This means c ≥ 10 x hef
3) The concrete is assessed as having normal reinforcement. In case of higher concrete strengths, higher resistances are possible.
4) The tightening torque is not stipulated in the approval document and observance of this specification is therefore not relevant to the approval
5) Failure of steel decisive
The partial safety factors of the dowel resistance as well as the partial safety factors of the effect of γ G = 1.35 stipulated in the approval documents are taken into account. In case of a combined load, dowel groups as well as axle. or edge
influences, please observe the determinations for design procedure A in Annex C of the ETAG or our design notes.
a/f
Different fastening thicknesses
are permitted
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