Microsites

Microsites

C11

Unilateral gear GEKA C11

Along with the dowel serves to link two timber elements.

CE Marking
CE Marking
Indoor
Indoor
Electro-galvanized steel
Electro-galvanized steel
EPD
EPD
Service class 2
Service class 2

Product Details

Images

Features

Material

• Galvanized

Benefits

• When connected using pins and dowels do not come into contact two bonded materials.

Application

Applicatons

wood

Scope

• With the dowel serves to link two timber elements.

Technical Data

Product Dimensions

Dimensions

ReferenceConnector dimensions[mm]
Product Dimensions[mm]Other
t[mm]a1[mm]a2[mm]DiameterHeightWeight[kg]
ExternalCenter holeSide holesTeethTotal
dc[mm]d₁[mm]d2[mm]h₁[mm]hc[mm]
C11-65M16-B3--6516.5-12150.09
C11-80M20-B3--8020.5-12150.13
C11-95M24-B3--9524.5-12150.17
C11-115M24-B3--11524.5-12150.25

Capacities

ReferenceShear connectors capacity
Characteristic Capacities[kN]
Characteristic value of the load-bearing capacity parallel to the fiber (α=0)
C11-65M16-B13.1
C11-80M20-B17.9
C11-95M24-B23.1
C11-115M24-B30.8

For the load capacity of the anchor plate, the values summed.

Must be a minimum distance drive dowels see EN1995-1-1

Dimensions - Round single sided C11

Dimensions

ReferenceConnector dimensions[mm]
OtherProduct Dimensions[mm]
Typet[mm]DiameterHeight
ExternalCenter holeTeethTotal
dc[mm]d₁[mm]h₁[mm]hc[mm]
C11-65M16-BC1136516.51215
C11-80M20-BC1138020.51215
C11-95M24-BC1139524.51215
C11-115M24-BC11311524.51215

Minimum distances and characteristic values

ReferenceConnector dimensions[mm]Shear connectors capacity
OtherProduct Dimensions[mm]Chosen timber thickness[mm]Minimum distances[mm]Characteristic shear resistance (bolt resistance not included)[kN]
Typedb[mm]t₁[mm]t₂[mm]Spacing perpendicular to grainfrom loaded endfrom unloaded endfrom loaded edgefrom unloaded edgeSpacing parallel to grainRv.ₖ[kN]
a₂[mm]a₃.ₜ[mm]a₃.c α=₉₀°[mm]a₄.ₜ α=₉₀°[mm]a₄.c[mm]a₁ α=₀°[mm]
C11-65M16-BC111636607813098525213013.1
C11-80M20-BC1120366096160120646416017.8
C11-95M24-BC11243660114190143767619023.1
C11-115M24-BC11243660138230173929223030.8

The given characteristic shear resistance  per connector Rv.k is calculated according to the minimum distances given in this table and for wood grade C24. This capacity can be increased with a higher a3.t or a higher wood grade (see k2 and k3 factor according to EN1995). For lower t1 or t2, please refer to EN1995. The characteristic bolt shear resistance is not included and should be added. 

Installation

Installation

Installation

  • The installation is made with a hydrolic press or with a wood block and a sledgehammer.
  • The bolt installation always requires two washers. See recommandations on thickness and distances for t1 and t2

Certification

Declaration of Performance (DoP)

No history available

Environmental Product Declarations (EPD)

CAD and BIM Library

ZIP Packages

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Contact

Simpson Strong-Tie Poland

Simpson Strong-Tie Etanco P.S.A.

ul. Karczunkowska 42
02-871 Warszawa
Poland