Combination joist hanger 1.5 mm One piece - JOISTHNG-COMBI-(EXCRANKED)-120X160X1,5

Combination joist hanger 1.5 mm One piece

Name: Combination joist hanger 1.5 mm One piece
Brand: Würth
SKU: 5390120160

Combi joist hanger 1.5 mm
JOISTHNG-COMBI-(EXCRANKED)-120X160X1,5

Art.-no. 5390120160

EAN 4050382109040

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Combination joist hanger 1.5 mm One piece

Art.-no. 5390120160

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Economical, lightweight joist hanger (angled outwards) for load-bearing connection of timber joists to wood, concrete or steel. Ideal for standard cross-sections

Reduced weight for easy handling

Proof of Performance

European Technical Approval ETA-08/0184

Notice

Diameter of bolts/screws may not be any smaller than the diameter of the hole minus 1 mm. The upper bolts must be fitted with a washer in line with DIN EN ISO 7094.

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

European Technical Approval ETA-08/0184

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

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

Instructions

Suitable fasteners:

Ribbed nail in line with EN 14592: 4.0x25–100 mm (fax, k ≥ 50 × 10-6 × ρk2 (N/mm²))

ASSY joist hanger screw in line with ETA 11/1090: 5.0x25–50 mm

Wood screw in line with EN 14592: 5.0x25–50 mm

ASSY 3.0 combination screw in line with ETA 11/0190: d = 10 mm

Bolts in accordance with manufacturer's specifications: M10

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


Width x height	120 x 160 mm
Thickness	1.5 mm
Number of D 5 mm holes in subcarrier nJ + main carrier nH	14 + 26 PCS
Number of D 11 mm holes in subcarrier nJ + main carrier nH	0 + 6 PCS
Weight	329 g
Depth of underside	70 mm
Material	Steel
Surface	Hot dip galvanized
Width of wing on nut	39 mm
Approval	ETA-08/0184
Material designation	S250GD
Material standard	DIN EN 10346:2009
Number of pieces	1 PCS
Depth of upper side	37 mm

Art. no.	Format 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
		5x40	5x50	5x40	5x50	5x40	5x50	5x40	5x50	5x40	5x50	5x40	5x50
5390 060 100	60/100	21,5	22,9	17,2	18,3	8,96	9,85	12,9	13,8	8,60	9,17	4,48	4,93
5390 060 120	60/120	25,8	27,5	21,5	22,9	9,93	10,9	17,2	18,3	12,9	13,8	5,96	6,51
5390 060 130	60/130	27,9	29,8	23,6	25,2	10,3	11,2	17,2	18,3	12,9	13,8	5,51	6,00
5390 060 160	60/160	34,4	36,7	30,1	32,1	11,1	12,0	21,5	22,9	17,2	18,3	6,35	6,87
5390 060 190	60/190	40,8	43,6	36,5	39,0	11,6	12,5	23,6	25,2	19,3	20,6	6,01	6,48
5390 070 125	70/125	25,8	27,5	21,5	22,9	11,1	12,3	17,2	18,3	12,9	13,8	6,69	7,36
5390 080 120	80/120	25,8	27,5	21,5	22,9	12,2	13,5	17,2	18,3	12,9	13,8	7,33	8,12
5390 080 140	80/140	30,1	32,1	25,8	27,5	13,3	14,6	17,2	18,3	12,9	13,8	6,42	7,04
5390 080 150	80/150	32,2	34,4	27,9	29,8	13,7	15,0	19,3	20,6	15,0	16,0	7,27	7,96
5390 080 180	80/180	38,7	41,3	34,4	36,7	14,6	15,9	21,5	22,9	17,2	18,3	7,00	7,60
5390 080 210	80/210	45,1	48,1	40,8	43,6	15,3	16,5	25,8	27,5	21,5	22,9	7,84	8,48
5390 100 140	100/140	30,1	32,1	25,8	27,5	15,4	17,1	17,2	18,3	12,9	13,8	7,50	8,31
5390 100 160	100/160	34,4	36,7	30,1	32,1	16,5	18,2	21,5	22,9	17,2	18,3	9,45	10,4
5390 100 170	100/170	36,5	39,0	32,2	34,4	17,0	18,7	21,5	22,9	17,2	18,3	8,87	9,75
5390 100 200	100/200	43,0	45,8	38,7	41,3	18,1	19,7	25,8	27,5	21,5	22,9	10,0	11,0
5390 120 160	120/160	34,4	36,7	30,1	32,1	18,6	20,7	21,5	22,9	17,2	18,3	10,6	11,8
5390 120 180	120/180	38,7	41,3	34,4	36,7	19,7	21,9	21,5	22,9	17,2	18,3	9,51	10,5
5390 120 190	120/190	40,8	43,6	36,5	39,0	20,2	22,3	23,6	25,2	19,3	20,6	10,5	11,6
5390 140 180	140/180	38,7	41,3	34,4	36,7	21,7	24,2	21,5	22,9	17,2	18,3	10,5	11,7
Measured load capacity value: F_i,Rd= F_i,Rk × k_mod/Ƴ_M For combined effect of action, the following condition must be met: (F_{y, Ed}/F_{y, Ed})^2+ (F_{z, Ed}/F_{z, Rd})^2 ≤1
Notes: · Load-bearing capacities are valid for wood with a characteristic density Ƥk = 350 kg/m³. · Nail load-bearing capacities according to EN 1995-1-1. Pull-out capacity for load-bearing capacity class 3 according to DIN EN 1995-1-1/NA. · Würth ASSY joist hanger screws according to ETA-11/0190. · The force F_z acts in the centre of the secondary beam. The force F_y acts on the top edge of the joist hanger. In the case of a load application below the top edge of the joist hanger, the table values can be used on the safe side. At a different spacing of the force F_y, the load-bearing capacity can be determined according to ETA-08/0184. · Partial nailing: On the main support, 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. The fasteners must always be arranged in the upper and lower holes. · The main support must be secured to prevent torsion. · The transverse tensile capacity of the main support must be investigated separately. · For one-sided connections on the main support, the offset moment must be taken into account. · The regulations of ETA-08/0184 must be observed.
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

CHARACTERISTIC LOAD-BEARING CAPACITIES IN kN OF WÜRTH COMBINATION JOIST HANGERS 1.5 MM (ETA-08/0184) WITH WÜRTH ANCHOR NAILS
Art. no.	Format 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
5390 060 100	60/100	12,4	18,9	7,40	11,9	4,80	7,19	6,30	9,76	4,57	7,32	2,40	3,59
5390 060 120	60/120	17,7	25,8	11,9	18,8	5,66	8,29	8,97	13,6	7,13	11,2	3,40	4,98
5390 060 130	60/130	20,6	27,9	14,5	22,8	6,03	8,75	11,9	17,2	10,0	12,9	3,26	4,71
5390 060 160	60/160	27,1	34,4	23,3	30,1	6,96	9,82	15,1	21,5	13,2	17,2	3,97	5,61
5390 060 190	60/190	32,1	40,8	28,8	36,5	7,64	10,6	18,6	23,6	15,2	19,3	3,99	5,50
5390 070 125	70/125	18,7	25,8	11,9	18,8	5,99	8,96	9,57	14,4	7,13	11,2	3,60	5,38
5390 080 120	80/120	17,7	25,8	11,9	18,8	6,24	9,49	8,97	13,6	7,13	11,2	3,75	5,70
5390 080 140	80/140	23,6	30,1	17,3	25,8	7,16	10,7	11,9	17,2	10,0	12,9	3,53	5,23
5390 080 150	80/150	25,4	32,2	20,2	27,9	7,58	11,2	15,1	19,3	11,8	15,0	4,05	5,98
5390 080 180	80/180	30,4	38,7	27,1	34,4	8,66	12,5	16,9	21,5	13,5	17,2	4,22	6,05
5390 080 210	80/210	35,5	45,1	32,1	40,8	9,51	13,5	20,3	25,8	16,9	21,5	4,93	6,95
5390 100 140	100/140	23,6	30,1	17,3	25,8	7,65	11,7	11,9	17,2	10,0	12,9	3,78	5,77
5390 100 160	100/160	27,1	34,4	23,3	30,1	8,61	13,0	15,1	21,5	13,2	17,2	4,92	7,44
5390 100 170	100/170	28,8	36,5	25,4	32,2	9,05	13,6	16,9	21,5	13,5	17,2	4,78	7,15
5390 100 200	100/200	33,8	42,9	30,4	38,7	10,2	15,0	20,3	25,8	16,9	21,5	5,69	8,35
5390 120 160	120/160	27,1	34,4	23,3	30,1	9,04	13,9	15,1	21,5	13,2	17,2	5,16	7,97
5390 120 180	120/180	30,4	38,7	27,1	34,4	10,0	15,3	16,9	21,5	13,5	17,2	4,94	7,47
5390 120 190	120/190	32,1	40,8	28,8	36,5	10,5	15,9	18,6	23,6	15,2	19,3	5,51	8,32
5390 140 180	140/180	30,4	38,7	27,1	34,4	10,4	16,1	16,9	21,5	13,5	17,2	5,14	7,92
Measured load capacity value: F_i,Rd= F_i,Rk × k_mod/Ƴ_M For combined effect of action, the following condition must be met: (F_{y, Ed}/F_{y, Ed})^2+ (F_{z, Ed}/F_{z, Rd})^2 ≤1
Notes: · Load-bearing capacities are valid for wood with a characteristic density Ƥk = 350 kg/m³. · Nail load-bearing capacities according to EN 1995-1-1. Pull-out capacity for load-bearing capacity class 3 according to DIN EN 1995-1-1/NA. · Würth ASSY joist hanger screws according to ETA-11/0190. · The force F_z acts in the centre of the secondary beam. The force F_y acts on the top edge of the joist hanger. In the case of a load application below the top edge of the joist hanger, the table values can be used on the safe side. At a different spacing of the force F_y, the load-bearing capacity can be determined according to ETA-08/0184. · Partial nailing: On the main support, 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. The fasteners must always be arranged in the upper and lower holes. · The main support must be secured to prevent torsion. · The transverse tensile capacity of the main support must be investigated separately. · For one-sided connections on the main support, the offset moment must be taken into account. · The regulations of ETA-08/0184 must be observed.
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

CHARACTERISTIC LOAD-BEARING CAPACITIES IN KN OF WÜRTH COMBINATION JOIST HANGERS 1.5 MM (ETA-08/0184) WITH WÜRTH ANCHOR NAILS
Art. no.	Format 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
5390 060 100	60/100	12,4	18,9	7,40	11,9	4,80	7,19	6,30	9,76	4,57	7,32	2,40	3,59
5390 060 120	60/120	17,7	25,8	11,9	18,8	5,66	8,29	8,97	13,6	7,13	11,2	3,40	4,98
5390 060 130	60/130	20,6	27,9	14,5	22,8	6,03	8,75	11,9	17,2	10,0	12,9	3,26	4,71
5390 060 160	60/160	27,1	34,4	23,3	30,1	6,96	9,82	15,1	21,5	13,2	17,2	3,97	5,61
5390 060 190	60/190	32,1	40,8	28,8	36,5	7,64	10,6	18,6	23,6	15,2	19,3	3,99	5,50
5390 070 125	70/125	18,7	25,8	11,9	18,8	5,99	8,96	9,57	14,4	7,13	11,2	3,60	5,38
5390 080 120	80/120	17,7	25,8	11,9	18,8	6,24	9,49	8,97	13,6	7,13	11,2	3,75	5,70
5390 080 140	80/140	23,6	30,1	17,3	25,8	7,16	10,7	11,9	17,2	10,0	12,9	3,53	5,23
5390 080 150	80/150	25,4	32,2	20,2	27,9	7,58	11,2	15,1	19,3	11,8	15,0	4,05	5,98
5390 080 180	80/180	30,4	38,7	27,1	34,4	8,66	12,5	16,9	21,5	13,5	17,2	4,22	6,05
5390 080 210	80/210	35,5	45,1	32,1	40,8	9,51	13,5	20,3	25,8	16,9	21,5	4,93	6,95
5390 100 140	100/140	23,6	30,1	17,3	25,8	7,65	11,7	11,9	17,2	10,0	12,9	3,78	5,77
5390 100 160	100/160	27,1	34,4	23,3	30,1	8,61	13,0	15,1	21,5	13,2	17,2	4,92	7,44
5390 100 170	100/170	28,8	36,5	25,4	32,2	9,05	13,6	16,9	21,5	13,5	17,2	4,78	7,15
5390 100 200	100/200	33,8	42,9	30,4	38,7	10,2	15,0	20,3	25,8	16,9	21,5	5,69	8,35
5390 120 160	120/160	27,1	34,4	23,3	30,1	9,04	13,9	15,1	21,5	13,2	17,2	5,16	7,97
5390 120 180	120/180	30,4	38,7	27,1	34,4	10,0	15,3	16,9	21,5	13,5	17,2	4,94	7,47
5390 120 190	120/190	32,1	40,8	28,8	36,5	10,5	15,9	18,6	23,6	15,2	19,3	5,51	8,32
5390 140 180	140/180	30,4	38,7	27,1	34,4	10,4	16,1	16,9	21,5	13,5	17,2	5,14	7,92
	Measured load capacity value: F_i,Rd = F_i,Rk × k_mod/Ƴ_M For combined effect of action, the following condition must be met: (F_{y, Ed}/F_{y, Rd})^2+ (F_{z, Ed}/F_{z, Rd})^2 ≤1
	Notes: Load-bearing capacities are valid for wood with a characteristic density Ƥ_k = 350 kg/m³. Nail load-bearing capacities according to EN 1995-1-1. Pull-out capacity for load-bearing capacity class 3 according to DIN EN 1995-1-1/NA. Würth ASSY joist hanger screws according to ETA-11/0190. The force F_z acts in the centre of the secondary beam. The force F_y acts on the top edge of the joist hanger. In the case of a load application below the top edge of the joist hanger, the table values can be used on the safe side. At a different spacing of the force F_y, the load-bearing capacity can be determined according to ETA-08/0184. Partial nailing: On the main support, 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. The fasteners must always be arranged in the upper and lower holes. The main support must be secured to prevent torsion. The transverse tensile capacity of the main support must be investigated separately. For one-sided connections on the main support, the offset moment must be taken into account. The regulations of ETA-08/0184 must be observed.

Partial and complete nailing of Würth combination joist hangers 1.5 mm
Parameters of Würth combination joist hanger 1.5 mm according to ETA-08/0184
Format w/H [mm]	Complete nailing						Partial nailing
	nH	nJ	kH1	kH2	e1	e2	nH	nJ	kH1	kH2	e1	e2
	[pcs]	[pcs]			mm	mm	[pcs]	[pcs]			mm	mm
60/100	14	8	19,9	10,6	1252	708	8	4	9,68	6,61	620	426
60/120	18	10	29,7	17,6	1366	999	10	6	14,4	10,7	652	604
60/130	20	11	35,4	21,9	1394	1136	12	6	20,1	15,7	713	829
60/160	26	14	55,1	37,4	1667	1774	14	8	26,8	21,7	793	1110
60/190	32	17	79	57,2	1938	2546	18	9	43	36,6	1004	1883
70/125	18	10	32,3	17,6	1581	1068	10	6	15,8	10,7	767	634
80/120	18	10	29,7	17,6	1817	1140	10	6	14,4	10,7	894	669
80/140	22	12	41,5	26,6	1954	1505	12	6	20,1	15,7	943	887
80/150	24	13	48	31,7	1995	1679	14	7	26,8	21,7	1017	1150
80/180	30	16	70,6	50,1	2307	2434	16	8	34,4	28,7	1109	1468
80/210	36	19	97,4	72,7	2616	3319	20	10	52,2	45,5	1344	2295
100/140	22	12	41,5	26,6	2487	1676	12	6	20,1	15,7	1223	965
100/160	26	14	55,1	37,4	2649	2116	14	8	26,8	21,7	1288	1223
100/170	28	15	62,6	43,5	2704	2328	16	8	34,4	28,7	1374	1526
100/200	34	18	88	64,7	3054	3201	18	10	43,3	36,6	1479	1881
120/160	26	14	55,1	37,4	3262	2316	14	8	26,8	21,7	1607	1314
120/180	30	16	70,	50,1	3451	2833	16	8	34,4	28,7	1686	1612
120/190	32	17	79	57,2	3518	3084	18	9	43	36,6	1785	1955
140/180	30	16	70,6	50,1	4145	3063	16	8	34,4	28,7	2043	1717

Format in mm	Complete nailing						Partial nailing
	Fz,down,Rk		Fz,up,Rk		Fy,Rk		Fz,down,Rk		Fz,up,Rk		Fy,Rk
	5x40	5x50	5x40	5x50	5x40	5x50	5x40	5x50	5x40	5x50	5x40	5x50
60/100	21,5	22,9	17,2	18,3	8,96	9,85	12,9	13,8	8,60	9,17	4,48	4,93
60/120	25,8	27,5	21,5	22,9	9,93	10,9	17,2	18,3	12,9	13,8	5,96	6,51
60/130	27,9	29,8	23,6	25,2	10,3	11,2	17,2	18,3	12,9	13,8	5,51	6,00
60/160	34,4	36,7	30,1	32,1	11,1	12,0	21,5	22,9	17,2	18,3	6,35	6,87
60/190	40,8	43,6	36,5	39,0	11,6	12,5	23,6	25,2	19,3	20,6	6,01	6,48
70/125	25,8	27,5	21,5	22,9	11,1	12,3	17,2	18,3	12,9	13,8	6,69	7,36
80/120	25,8	27,5	21,5	22,9	12,2	13,5	17,2	18,3	12,9	13,8	7,33	8,12
80/140	30,1	32,1	25,8	27,5	13,3	14,6	17,2	18,3	12,9	13,8	6,42	7,04
80/150	32,2	34,4	27,9	29,8	13,7	15,0	19,3	20,6	15,0	16,0	7,27	7,96
80/180	38,7	41,3	34,4	36,7	14,6	15,9	21,5	22,9	17,2	18,3	7,00	7,60
80/210	45,1	48,1	40,8	43,6	15,3	16,5	25,8	27,5	21,5	22,9	7,84	8,48
100/140	30,1	32,1	25,8	27,5	15,4	17,1	17,2	18,3	12,9	13,8	7,50	8,31
100/160	34,4	36,7	30,1	32,1	16,5	18,2	21,5	22,9	17,2	18,3	9,45	10,4
100/170	36,5	39,0	32,2	34,4	17,0	18,7	21,5	22,9	17,2	18,3	8,87	9,75
100/200	43,0	45,8	38,7	41,3	18,1	19,7	25,8	27,5	21,5	22,9	10,0	11,0
120/160	34,4	36,7	30,1	32,1	18,6	20,7	21,5	22,9	17,2	18,3	10,6	11,8
120/180	38,7	41,3	34,4	36,7	19,7	21,9	21,5	22,9	17,2	18,3	9,51	10,5
120/190	40,8	43,6	36,5	39,0	20,2	22,3	23,6	25,2	19,3	20,6	10,5	11,6
140/180	38,7	41,3	34,4	36,7	21,7	24,2	21,5	22,9	17,2	18,3	10,5	11,7
Design value for load capacity: Fi,Rd = Fi,Rk × kmod/gM For combined effect of action, the following condition must be met: Notes: · Load capacities are valid for wood with a characteristic raw density Rk = 350 kg/m³. · Nail load capacities in accordance with EN 1995-1-1. Pull-out capacities for load capacity class 3 according to 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 top and bottom 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:

Product

Description

Quantity

Price
/PU

Comb nail / anchor nail

RIDGNL-(A3K)-4X75MM

Art.-no. 0681940075

Galvanised steel, blue coated (A2K)

x 250 pcs