THD

High capacity undercut anchor, concrete screw

Undecut anchor for heavy duty

CE Marking
ETA
Service class 2
Electro-galvanized steel
Indoor
Fire resistance R 120
Dist. bord et entraxe faible

Product Details

Features

Material

  • Electro-galvanized steel

Benefits

  • Quicker installation than expansion anchor
  • aesthetic hexagonal head
  • Large 
  • Thread design undercuts to efficiently transfer the load to the base material
  • Standard fractional sizes
  • Specialized heat-treating process creates tip hardness for better cutting without compromising the ductility
  • No special drill bit required — designed to install using standard-sized ANSI tolerance drill bits
  • Testing shows the Titen HD® installs in concrete with 50% less torque than competitor anchors
  • Hex-washer head requires no separate washer and provides a clean installed appearance
  • Removable — ideal for temporary anchoring (e.g., formwork, bracing) or applications where fixtures may need to be moved (reuse of the anchor to achieve listed load values is not recommended)

Application

Suitable On

  • Cracked and uncracked concrete

Technical Data

Dimensions

Product Dimensions

References Item Code Ø Thread [mm] Total Length [mm] Max. Fixture Thickness [mm] Maximum diameter of hole in the fixture [mm] Ø drilling hole x min. drilling depth [mm]
THD M8-70/5THD0807010.3705128 x 75
THD M8-80/15THD0808010.38015128 x 75
THD M8-100/35THD0810010.310035128 x 75
THD M8-120/55THD0812010.312055128 x 75
THD M8-140/75THD0814010.314075128 x 75
THD M8-160/95THD0816010.316095128 x 75
THD M10-80/5THD1008012.58051410 x 85
THD M10-90/15THD1009012.590151410 x 85
THD M10-100/25THD1010012.5100251410 x 85
THD M10-120/45THD1012012.5120451410 x 85
THD M10-140/65THD1014012.5140651410 x 85
THD M10-160/85THD1016012.5160851410 x 85
THD M10-170/95THD1017012.5170951410 x 85
THD M12-110/15THD1211014.4110151612 x 105
THD M12-130/35THD1213014.4130351612 x 105
THD M12-150/55THD1215014.4150551612 x 105
THD M12-190/95THD1219014.4190951612 x 105
THD M16-130/15THD1613019.6130152216 x 130
THD M16-150/35THD1615019.6150352216 x 130

Design Resistance

References Design resistance
Tension - NRd [kN] Shear - VRd [kN] Bending moment – MRd [Nm]
Cracked concrete Non-cracked concrete Cracked concrete Non-cracked concrete
C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60
THD M8-70/53.34.14.75.24.25.15.96.511.711.711.711.711.711.711.711.726.7
THD M8-80/153.34.14.75.24.25.15.96.511.711.711.711.711.711.711.711.726.7
THD M8-100/353.34.14.75.24.25.15.96.511.711.711.711.711.711.711.711.726.7
THD M8-120/553.34.14.75.24.25.15.96.511.711.711.711.711.711.711.711.726.7
THD M8-140/753.34.14.75.24.25.15.96.511.711.711.711.711.711.711.711.726.7
THD M8-160/953.34.14.75.24.25.15.96.511.711.711.711.711.711.711.711.726.7
THD M10-80/54.25.15.96.55.87.18.2918.318.318.318.318.318.318.318.352.7
THD M10-90/154.25.15.96.55.87.18.2918.318.318.318.318.318.318.318.352.7
THD M10-100/254.25.15.96.55.87.18.2918.318.318.318.318.318.318.318.352.7
THD M10-120/454.25.15.96.55.87.18.2918.318.318.318.318.318.318.318.352.7
THD M10-140/654.25.15.96.55.87.18.2918.318.318.318.318.318.318.318.352.7
THD M10-160/854.25.15.96.55.87.18.2918.318.318.318.318.318.318.318.352.7
THD M10-170/954.25.15.96.55.87.18.2918.318.318.318.318.318.318.318.352.7
THD M12-110/156.78.19.410.313.916.919.621.525.225.225.225.225.225.225.225.285.3
THD M12-130/356.78.19.410.313.916.919.621.525.225.225.225.225.225.225.225.285.3
THD M12-150/556.78.19.410.313.916.919.621.525.225.225.225.225.225.225.225.285.3
THD M12-190/956.78.19.410.313.916.919.621.525.225.225.225.225.225.225.225.285.3
THD M16-130/1513.916.919.621.516.720.323.525.838.346.746.746.746.746.746.746.7214.9
THD M16-150/3513.916.919.621.516.720.323.525.846.746.746.746.746.746.746.746.7214.9

1) The design resistances have been calculated using the partial safety factors for resistances stated in ETA-12/0060.
2) The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-12/0060 and with a partial safety factor for actions of
γF=1.4.
3) The load figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if
the rebar diameter is 10 mm or smaller.
4) “For combined tension and shear loads or anchor groups and/or in case of edge influence, a calculation per ETAG 001, Annex C, design method A or according to
CEN/TS 1992-4:2009 design method A shall be performed. Anchors under fire exposures are to be designed in accordance with EOTA -TR 020:2004 or CEN/TS 1992-4:2009 Annex D.
For details see ETA-12/0060.

Installation

Installation

Installation

  • Drill a hole in the base material using a carbide drill bit the same diameter as the nominal diameter of the anchor to be installed. Drill the hole to the specified embedment depth plus minimum hole depth overall (see table below right) to allow the thread tapping dust to settle, and blow it clean using compressed air. (Overhead installations need not be blown clean.) Alternatively, drill the hole deep enough to accommodate embedment depth and the dust from drilling and tapping.
  • Insert the anchor through the fixture and into the hole.
  • Tighten the anchor into the base material until the hex-washer head contacts the fixture.

Certification

Declaration of Performance (DoP)

European Technical Assessment (ETA)

eta-12-0060.pdf (3.37 MB)

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Contact

Simpson Strong-Tie Poland

Simpson Strong-Tie Etanco P.S.A.

ul. Karczunkowska 42
02-871 Warszawa
Poland