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TECHNICAL INFORMATION<br />

fire protection<br />

certified F90<br />

Plug characteristic values for screws for concrete<br />

Type Multi-Mont i ® MMS for fastenings in masonry, galvanised<br />

Solid block of lightweight concrete VBL (DIN V 18152-100:2005-10 / DIN <strong>EN</strong> 771-3:2015-11), bulk density ≥ 0.8 kg/dm 3 ,<br />

minimum format ≥ NF / 248 x 115 x 113 mm, compression strength class ≥ 4 N/mm 2 , drilling of holes - hammer drilled<br />

Size [mm] 10<br />

Total anchoring depth hnom [mm] 65<br />

Nominal drill diameter d0 [mm] 8<br />

Drilled hole depth with cleaning h1 ≥ [mm] 75<br />

Drilled hole depth without cleaning h1 ≥ [mm] 90<br />

Minimum axial spacing parallel to horizontal joint Smin∥ = Smin⊥ [mm] 195<br />

Minimum axial spacing vertical to horizontal joint<br />

Smin∥ = Smin⊥ [mm]<br />

s≥scr≥3xhnom<br />

Minimum edge spacing cmin [mm] 80<br />

Component width hmin [mm] 115<br />

Setting tool<br />

screw drivers or hand assembly<br />

Max. torque when anchoring tinst max. [Nm] 2<br />

Permissible tensile load 1) Nperm [kN] 0.22<br />

Permissible transverse load 1) Vperm [kN] 0.22<br />

All the specifications in the General Design Certification must be taken into account when dimensioning.<br />

Static or quasi-static stress.<br />

Refer to the General Design Certification Z-21.1-2103 for further installation and plug characteristic values.<br />

1)<br />

According to EOTA TR 054:2016-04 partial safety coefficients on the resistance side of γMm = 2.5 and on the action side of<br />

γG = 1.35 were taken into account.<br />

For combined loads, groups of plugs, as well as axial and edge influences, please note the specifications of the design<br />

method A according to EOTA TR 054:2016-04 and aBG Z-21.1-2103.<br />

Load assumptions for solid blocks also apply to larger stone dimensions and higher compressive strengths.<br />

Vertical and horizontal joints are mortared.<br />

07/<strong>2023</strong><br />

© Müpro - progress and quality<br />

8/39

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