C2 - C4

Bulldog-sided C2-C4

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

Benefits

Wood-steel and wood, wood joints.
The pins must fit snugly, directly involved in the transfer of power.

Application

Applicatons

wood

Scope

• purlins, other wooden joints

Technical Data

Dimensions

Dimensions - Round single sided C2

References	Type	Tun / DB nr.	NOB nr.	Connector dimensions [mm]
				Diameter		Height		Thickness
				External	Center hole	Teeth	Total	t
				d_c	d₁	h₁	h_c	t
C2-50M10G-B	C2	8978397	24794026	50	10.4	5.6	6.6	1
C2-50M12G	C2	8271306	24794034	50	12.4	5.6	6.6	1
C2-50M12G-B	C2	-	-	50	12.4	5.6	6.6	1
C2-50M16G-B	C2	8271314	24794042	50	16.4	5.6	6.6	1
C2-50M20G-B	C2	8978405	24794059	50	20.4	5.6	6.6	1
C2-62M12G	C2	8271322	24794067	62	12.4	7.5	8.7	1.2
C2-62M12G-B	C2	-	-	62	12.4	7.5	8.7	1.2
C2-62M16G-B	C2	8271330	24794075	62	16.4	7.5	8.7	1.2
C2-62M20G-B	C2	8271348	24794083	62	20.4	7.5	8.7	1.2
C2-75M12G	C2	8978413	24794091	75	12.4	9.2	10.4	1.3
C2-75M12G-B	C2	-	-	75	12.4	9.2	10.4	1.3
C2-75M16G-B	C2	8271355	24794109	75	16.4	9.2	10.4	1.3
C2-75M18G	C2	-	-	75	18.4	9.2	10.4	1.3
C2-75M20G-B	C2	8271363	24794117	75	20.4	9.2	10.4	1.3
C2-75M22G	C2	8978439	24794125	75	22.4	9.2	10.4	1.3
C2-75M24G	C2	8978447	24794133	75	24.4	9.2	10.4	1.3
C2-75M26G	C2	-	-	75	26.4	9.2	10.4	1.3
C2-95M16G-B	C2	8271371	24794158	95	16.4	11.4	12.7	1.4
C2-95M20G-B	C2	8978462	24794166	95	20.4	11.4	12.7	1.4
C2-95M22G-B	C2	8978470	24794174	95	22.4	11.4	12.7	1.4
C2-95M24G-B	C2	8978488	24794182	95	24.4	11.4	12.7	1.4
C2-95M26G	C2	-	-	95	26.4	11.4	12.7	1.4
C2-117M16G	C2	8271389	24794208	117	16.4	14.5	16	1.5
C2-117M20G-B	C2	8271397	24794216	117	20.4	14.5	16	1.5
C2-117M22G-B	C2	8978504	24794224	117	22.4	14.5	16	1.5
C2-117M24G-B	C2	8978512	24794232	117	24.4	14.5	16	1.5
C2-117M26G	C2	8978520	24794240	117	26.4	14.5	16	1.5

Dimensions - Oval single sided C4

References	Type	Tun / DB nr.	NOB nr.	Connector dimensions [mm]
				Diameter		Height		Thickness	a₁	a₂
				Center hole	Side holes	Teeth	Total	t
				d₁	d₂	h₁	h_c	t
C4-73/130M16G	C4	-	-	16.4	16	13.3	14.8	1.5	73	130
C4-73/130M20G-B	C4	5650023	24794265	20.4	16	13.3	14.8	1.5	73	130
C4-73/130M22G	C4	-	-	22.4	16	13.3	14.8	1.5	73	130
C4-73/130M24G	C4	5650049	24794281	24.4	16	13.3	14.8	1.5	73	130

Minimum distances and characteristic values

References	Type	Bolt Ø	Chosen timber thickness		Minimum distances [mm]						Characteristic shear resistance (bolt resistance not included)
		d_b [mm]	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]
		d_b [mm]	t₁ [mm]	t₂ [mm]	a_1 α=0°	a₂	a_3.t	a_3.c α=90°	a_4.t α=90°	a_4.c	R_v.k [kN]
C2-50M10G-B	C2	10	17	28	75	60	75	75	40	30	6.4
C2-50M12G	C2	12	17	28	75	60	75	75	40	30	6.4
C2-50M12G-B	C2	12	17	28	75	60	75	75	40	30	6.4
C2-50M16G-B	C2	16	17	28	75	60	75	75	40	30	6.4
C2-50M20G-B	C2	20	17	28	75	60	75	75	40	30	6.4
C2-62M12G	C2	12	23	38	93	75	93	93	50	38	8.8
C2-62M12G-B	C2	12	23	38	93	75	93	93	50	38	8.8
C2-62M16G-B	C2	16	23	38	93	75	93	93	50	38	8.8
C2-62M20G-B	C2	20	23	38	93	75	93	93	50	38	8.8
C2-75M12G	C2	12	28	46	113	90	113	113	60	45	11.7
C2-75M12G-B	C2	12	28	46	113	90	113	113	60	45	11.7
C2-75M16G-B	C2	16	28	46	113	90	113	113	60	45	11.7
C2-75M18G	C2	18	28	46	113	90	113	113	60	45	11.7
C2-75M20G-B	C2	20	28	46	113	90	113	113	60	45	11.7
C2-75M22G	C2	22	28	46	113	90	113	113	60	45	11.7
C2-75M24G	C2	24	28	46	113	90	113	113	60	45	11.7
C2-75M26G	C2	26	28	46	113	90	113	113	60	45	11.7
C2-95M16G-B	C2	16	35	57	143	114	143	143	76	57	16.7
C2-95M20G-B	C2	20	35	57	143	114	143	143	76	57	16.7
C2-95M22G-B	C2	22	35	57	143	114	143	143	76	57	16.7
C2-95M24G-B	C2	24	35	57	143	114	143	143	76	57	16.7
C2-95M26G	C2	26	35	57	143	114	143	143	76	57	16.7
C2-117M16G	C2	16	44	73	176	141	176	176	94	71	22.8
C2-117M20G-B	C2	20	44	73	176	141	176	176	94	71	22.8
C2-117M22G-B	C2	22	44	73	176	141	176	176	94	71	22.8
C2-117M24G-B	C2	24	44	73	176	141	176	176	94	71	22.8
C2-117M26G	C2	26	44	73	176	141	176	176	94	71	22.8
C4-73/130M16G	C4	16	40	67	146	117	146	146	78	59	17.3
C4-73/130M20G-B	C4	20	40	67	146	117	146	146	78	59	17.3
C4-73/130M22G	C4	22	40	67	146	117	146	146	78	59	17.3
C4-73/130M24G	C4	24	40	67	146	117	146	146	78	59	17.3

The given characteristic shear resistance per shear plane 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 a_3.t or a higher timber 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.

Select one of our Websites

Connectors

Anchor System

Nails and Screws

Product Details

Images

Features

Material

Benefits

Application

Applicatons

Scope

Technical Data

Dimensions

Dimensions - Round single sided C2

Dimensions - Oval single sided C4

Minimum distances and characteristic values

Installation

Installation

Installation

Certification

Declaration of Performance (DoP)

C2-117M20G-B

C2-117M24G-B

C2-50M10G-B

C2-50M12G-B

C2-50M16G-B

C2-50M20G-B

C2-62M16G-B

C2-62M20G-B

C2-75M16G-B

C2-75M20G-B

C2-95M16G-B

C2-95M20G-B

C2-95M24G-B

C4-73/130M20G-B

C2-117M20G-B

C2-117M24G-B

C2-50M10G-B

C2-50M12G-B

C2-50M16G-B

C2-50M20G-B

C2-62M16G-B

C2-62M20G-B

C2-75M16G-B

C2-75M20G-B

C2-95M16G-B

C2-95M20G-B

C2-95M24G-B

C4-73/130M20G-B

2D

3D/3D Simplified

About Simpson Strong-Tie®

Simpson Strong-Tie Poland

Phone

Email

Website

Copyright (en-LV)