Combi joist hanger 2.0 mm - JOISTHNG-COMBI-(EXCRANKED)-50X135X2,0

Combi joist hanger 2.0 mm

Name: Combi joist hanger 2.0 mm
Brand: Würth
SKU: 0681350135

Joist hanger, combined, 2.0 mm
JOISTHNG-COMBI-(EXCRANKED)-50X135X2,0

Art.-no. 0681350135

EAN 4038898973881

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Combi joist hanger 2.0 mm

Art.-no. 0681350135

Price for selected packaging unit

Quantity

x 50 pcs

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Universal one-piece standard joist hanger (angled outwards) for load-bearing connection of timber joists with standard cross-sections to wood, concrete or steel.

Universal use

Wings angled outwards

Sheet metal hot-dip zinc-plated on both sides (DX51D + Z275) approx. 20 µm in line with EN 10327:2004

Application in utilisation class 1 and 2 in line with EN 1995:2013

Proof of Performance

European Technical Approval ETA-09/0015

Notice

Diameter of bolts/screws may only be max. 2 mm smaller than the diameter of the hole.

The respective basic conditions of the applicable anchor approval must be observed.

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Load-bearing connection of timber joists to wood, concrete or steel.

Instructions

Suitable fasteners:

Ribbed nail in line with EN 14592: 4.0x25–100 mm

ASSY 3.0 combi according to ETA 11/0190: d = 10 mm

Bolts according to manufacturer specification: d = 10 mm

Recommended dowels for anchoring in concrete: W-BS; W-FAZ; W-VIZ; WIT-VM 250; WIT-UH 300


Width x height	51 x 134.5 mm
Thickness	2.0 mm
Number of D 5 mm holes in subcarrier nJ + main carrier nH	10 + 18 PCS
Number of D 11 mm holes in subcarrier nJ + main carrier nH	0 + 4 PCS
Weight	383 g
Depth of underside	80 mm
Material	Sheet steel
Surface	Hot dip galvanized
Width of wing on nut	42 mm
Approval	ETA-09/0015
Material designation	DX51D
Number of pieces	1 PCS
Depth of upper side	42 mm

Partial and complete nailing of Würth combination joist hanger 2.0 mm
Characteristic load capacities in kN of Würth combination joist hanger 2.0 mm with ring-shank nails
Art. no.	Size in mm	Complete nailing						Partial nailing
		F_z,down,Rk		F_z,up,Rk		F_y,Rk		F_z,down,Rk		F_z,up,Rk		F_y,Rk
		4x40	4x60	4x40	4x60	4x40	4x60	4x40	4x60	4x40	4x60	4x40	4x60
0681 350 105	50/105	11,7	18,0	4,7	7,8	4,4	6,5	6,9	10,5	2,9	4,8	2,4	3,5
0681 350 135	51/134.5	18,5	25,8	7,8	12,7	5,2	7,5	10,4	15,3	4,6	7,4	3,1	4,5
Characteristic load capacities in kN of combination joist hanger 2.0 mm with ASSY 3.0 joist hanger screws
Art. no.	Size in mm	Complete screwing						Partial screwing
		F_z,down,Rk		F_z,up,Rk		F_y,Rk		F_z,down,Rk		F_z,up,Rk		F_y,Rk
		5x40	5x50	5x40	5x50	5x40	5x50	5x40	5x50	5x40	5x50	5x40	5x50
0681 350 105	50/105	21,3	23,4	12,5	15,5	7,7	8,6	12,8	14,2	7,6	9,4	4,3	4,9
0681 350 135	51/134.5	25,6	28,1	19,7	23,4	8,6	9,7	17,1	18,7	11,4	14,0	5,2	5,8
Parameters of Würth combination joist hangers 2.0 mm in accordance with ETA-09/0015
Art. no.	Size w/h (mm)	Width (mm)	Height (mm)	Complete nailing						Partial nailing
Art. no.	Size w/h (mm)	Width (mm)	Height (mm)	n_H	n_J	k_H,1	k_H,2	e₁	e₂	n_H	n_J	k_H,1	k_H,2	e₁	e₂
0681 350 105	50/105	50	105	14	8	18,3	6,54	1268	645	8	4	10,8	4,02	518	409
0681 350 135	51/134.5	51	134,5	18	10	31,5	10,9	1225	927	10	6	17,8	6,44	507	593
Factor table for design values
Utilisation class	continuous	long	medium		short	short/very short			very short
1	0,462	0,538	0,615		0,692	0,769			0,846
2	0,462	0,538	0,615		0,692	0,769			0,846
Design value for load capacity: Fi,Rd = Fi,Rk × kmod/gM For combined effect of action, the following condition must be met: (F_{y, Ed}/F_{y, Ed})^2 ≤ 1
Notes: Load capacities are for wood with a characteristic bulk density Rk = 350 kg/m³. · Nail load capacities in accordance with EN 1995-1-1. Pull-out capacities for load capacity class 3 in accordance with DIN EN 1995-1-1/NA. · Würth ASSY joist hanger screws in accordance with ETA-11/0190. · The force Fz acts in the centre of the secondary beam. The force Fy acts on the top edge of the joist hanger. In the case of a load application below the top edge of the joist hanger, using the table values is a safe approach. At a different spacing of the force Fy, the load capacity can be determined in accordance with ETA-08/0184. · Partial nailing: On the main beam, the fasteners must be placed in the rows closest to the secondary beam. On the secondary beam, the fasteners must be evenly spaced over the height of the beam. Fasteners must always be placed in the upper and lower holes. · The main beam must be secured to prevent torsion. · The transverse strength of the main beam must be determined separately. · For one-sided connections on the main beam, the offset moment must be taken into account. · The specifications of ETA-08/0184 must be observed.

Required accessory:

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Quantity

Price
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x 3000 pcs

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