C1 - C5

Bulldog-sided C1-C3-C5

Anchor blade, which is used to join two pieces of timber with pin.

Technical Data Sheet

CE Marking

Service class 3

Outdoor

Galvanised steel

Product Details

Images

Features

Material

• DC01 (DX51D)

Benefits

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

Application

Applicatons

wood

Scope

• Wood / Wood

Technical Data

Dimensions

Dimensions - Round double sided C1

References	Type	Tun / DB nr.	NOB nr.	Connector dimensions [mm]					Box Quantity
				Diameter		Height		Thickness
				External	Center hole	Teeth	Total	t
				d_c	d₁	h₁	h_c	t
C1-50	C1	5804553	43910606	50	17	6	13	1	200
C1-62-B	C1	5804554	43910614	62	21	7.4	16	1.2	100
C1-75-B	C1	5804555	NOB179	75	26	9.1	19.5	1.3	100
C1-50G-B	C1	8271405	24793937	50	17	6	13	1	200
C1-62G-B	C1	8271413	24793952	62	21	7.4	16	1.2	100
C1-75G-B	C1	8271421	24793960	75	26	9.1	19.5	1.3	100
C1-95G-B	C1	8271439	24793978	95	33	11.3	24	1.4	40
C1-117G-B	C1	8977548	24793994	117	48	14.3	30	1.5	25
C1-140G-B	C1	TUN851	NOB180	140	60	14.5	31	2	25
C1-165G-B	C1	TUN852	NOB181	165	70	15.5	33	2	25

Dimensions - Oval double sided C3

References	Type	Tun / DB nr.	NOB nr.	Connector dimensions [mm]							Box Quantity
				Diameter		Height		Thickness	a₁ [mm]	a₂ [mm]
				Center hole	Side holes	Teeth	Total	t
				d₁	d₂	h₁	h_c	t
C3-73/130G-B	C3	8977571	24794018	26	16	13.3	28	1.5	73	130	50

Dimensions - Square double sided C5

References	Type	Tun / DB nr.	NOB nr.	Connector dimensions [mm]					Box Quantity
				Diameter		Height		Thickness
				External	Center hole	Teeth	Total	t
				d_c	d₁	h₁	h_c	t
C5-100G-B	C5	8977555	24793986	100	40	7.3	16	1.4	50
C5-130G-B	C5	8977563	24794000	130	52	9.3	20	1.5	25

Minimum distances and characteristic values

References	Type	Chosen timber thickness		Minimum distances						Characteristic shear resistance (bolt resistance not included)
		t₁ [mm]	t₂ [mm]	Spacing parallel to grain	Spacing perpendicular to grain	from loaded end	from unloaded end	from loaded edge	from unloaded edge	R_v.k [kN]
		t₁ [mm]	t₂ [mm]	a_1 α=0° [mm]	a₂ [mm]	a_3.t [mm]	a_3.c α=90° [mm]	a_4.t α=90° [mm]	a_4.c [mm]	R_v.k [kN]
C1-50	C1	18	30	75	60	75	75	40	30	6.3
C1-62-B	C1	23	37	93	75	93	93	50	38	8.7
C1-75-B	C1	28	46	113	90	113	113	60	45	11.6
C1-50G-B	C1	18	30	75	60	75	75	40	30	6.3
C1-62G-B	C1	23	37	93	75	93	93	50	38	8.7
C1-75G-B	C1	28	46	113	90	113	113	60	45	11.6
C1-95G-B	C1	34	57	143	114	143	143	76	57	16.6
C1-117G-B	C1	43	72	176	141	176	176	94	71	22.7
C1-140G-B	C1	44	73	210	168	210	210	112	84	29.8
C1-165G-B	C1	47	78	248	198	248	248	132	99	38.1
C3-73/130G-B	C3	40	67	146	117	146	146	78	59	17.1
C5-100G-B	C5	22	37	150	120	150	150	80	60	18
C5-130G-B	C5	28	47	195	156	195	195	104	78	26.6

The given characteristic shear resistance per connector R_v.k is calculated according to the minimum distances given in this table and for timber grade C24. This capacity can be increased with a higher timber grade (see k₃ factor according to EN1995). This capacity can also be decreased with lower a_3.t (see k₂factor according to EN1995). For lower t₁ or t₂, please refer to EN1995. The characteristic bolt shear resistance is not included and should be added.

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Product Details

Images

Features

Material

Benefits

Application

Applicatons

Scope

Technical Data

Dimensions

Dimensions - Round double sided C1

Dimensions - Oval double sided C3

Dimensions - Square double sided C5

Minimum distances and characteristic values

Installation

Installation

Installation

Certification

Declaration of Performance (DoP)

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