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Combination joist hanger 1.5 mm One piece - JOIST HANGER 51X93X1,5 Combination joist hanger 1.5 mm One piece - JOIST HANGER 51X93X1,5
Combination joist hanger 1.5 mm One piece - JOIST HANGER 51X93X1,5 - 1
Combination joist hanger 1.5 mm One piece - JOIST HANGER 51X93X1,5 - 2

Combination joist hanger 1.5 mm One piece

Combi joist hanger 1.5 mm
JOIST HANGER 51X93X1,5

Art.-no. 0681999235
EAN 4056807697826
All versions

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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 Oy Catalogue

Datasheets(X)

Certificates/ Documents / additional info

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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

51 x 93 mm

Thickness

1.5 mm

Material

Steel

Surface

Hot dip galvanized

Approval

ETA-08/0184

Material designation

S250GD

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 mmComplete nailingPartial nailing
Fz,down,RkFz,up,RkFy,RkFz,down,RkFz,up,RkFy,Rk
4x404x604x404x604x404x604x404x604x404x604x404x60
5390 060 10060/10012,418,97,4011,94,807,196,309,764,577,322,403,59
5390 060 12060/12017,725,811,918,85,668,298,9713,67,1311,23,404,98
5390 060 13060/13020,627,914,522,86,038,7511,917,210,012,93,264,71
5390 060 16060/16027,134,423,330,16,969,8215,121,513,217,23,975,61
5390 060 19060/19032,140,828,836,57,6410,618,623,615,219,33,995,50
5390 070 12570/12518,725,811,918,85,998,969,5714,47,1311,23,605,38
5390 080 12080/12017,725,811,918,86,249,498,9713,67,1311,23,755,70
5390 080 14080/14023,630,117,325,87,1610,711,917,210,012,93,535,23
5390 080 15080/15025,432,220,227,97,5811,215,119,311,815,04,055,98
5390 080 18080/18030,438,727,134,48,6612,516,921,513,517,24,226,05
5390 080 21080/21035,545,132,140,89,5113,520,325,816,921,54,936,95
5390 100 140100/14023,630,117,325,87,6511,711,917,210,012,93,785,77
5390 100 160100/16027,134,423,330,18,6113,015,121,513,217,24,927,44
5390 100 170100/17028,836,525,432,29,0513,616,921,513,517,24,787,15
5390 100 200100/20033,842,930,438,710,215,020,325,816,921,55,698,35
5390 120 160120/16027,134,423,330,19,0413,915,121,513,217,25,167,97
5390 120 180120/18030,438,727,134,410,015,316,921,513,517,24,947,47
5390 120 190120/19032,140,828,836,510,515,918,623,615,219,35,518,32
5390 140 180140/18030,438,727,134,410,416,116,921,513,517,25,147,92
Measured load capacity value: Fi,Rd = Fi,Rk × kmod/ƳM
For combined effect of action, the following condition must be met:

(Fy, Ed /Fy, Rd)^2+ (Fz, Ed /Fz, 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 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, the table values can be used on the safe side. At a different spacing of the force Fy, 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.
Format in mmComplete nailingPartial nailing
Fz,down,RkFz,up,RkFy,RkFz,down,RkFz,up,RkFy,Rk
5x405x505x405x505x405x505x405x505x405x505x405x50
70/12525,827,521,522,911,112,317,218,312,913,86,697,36
80/12025,827,521,522,912,213,517,218,312,913,87,338,12
80/14030,132,125,827,513,314,617,218,312,913,86,427,04
80/15032,234,427,929,813,715,019,320,615,016,07,277,96
80/18038,741,334,436,714,615,921,522,917,218,37,007,60
80/21045,148,140,843,615,316,525,827,521,522,97,848,48
100/14030,132,125,827,515,417,117,218,312,913,87,508,31
100/16034,436,730,132,116,518,221,522,917,218,39,4510,4
100/17036,539,032,234,417,018,721,522,917,218,38,879,75
100/20043,045,838,741,318,119,725,827,521,522,910,011,0
120/16034,436,730,132,118,620,721,522,917,218,310,611,8
120/18038,741,334,436,719,721,921,522,917,218,39,5110,5
120/19040,843,636,539,020,222,323,625,219,320,610,511,6
140/18038,741,334,436,721,724,221,522,917,218,310,511,7
60/10021,522,917,218,38,969,8512,913,88,609,174,484,93
60/12025,827,521,522,99,9310,917,218,312,913,85,966,51
60/13027,929,823,625,210,311,217,218,312,913,85,516,00
60/16034,436,730,132,111,112,021,522,917,218,36,356,87
60/19040,843,636,539,011,612,523,625,219,320,66,016,48
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.
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 nailingPartial nailing
nHnJkH1kH2e1e2nHnJkH1kH2e1e2
[pcs][pcs] mmmm[pcs][pcs] mmmm
60/160261455,137,41667177414826,821,77931110
60/19032177957,2193825461894336,610041883
70/125181032,317,61581106810615,810,7767634
80/120181029,717,61817114010614,410,7894669
80/140221241,526,61954150512620,115,7943887
80/15024134831,71995167914726,821,710171150
80/180301670,650,12307243416834,428,711091468
100/140221241,526,62487167612620,115,71223965
100/170281562,643,52704232816834,428,713741526
100/20034188864,730543201181043,336,614791881
120/160261455,137,43262231614826,821,716071314
120/180301670,50,13451283316834,428,716861612
60/100148 19,910,61252708849,686,61620426
60/120181029,717,6136699910614,410,7652604
60/130201135,421,91394113612620,115,7713829
80/210361997,472,726163319201052,245,513442295
100/160261455,137,42649211614826,821,712881223
120/19032177957,2351830841894336,617851955
140/180301670,650,14145306316834,428,720431717
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 mmComplete nailingPartial nailing
Fz,down,RkFz,up,RkFy,RkFz,down,RkFz,up,RkFy,Rk
4x404x604x404x604x404x604x404x604x404x604x404x60
5390 060 16060/16027,134,423,330,16,969,8215,121,513,217,23,975,61
5390 060 19060/19032,140,828,836,57,6410,618,623,615,219,33,995,50
5390 070 12570/12518,725,811,918,85,998,969,5714,47,1311,23,605,38
5390 080 12080/12017,725,811,918,86,249,498,9713,67,1311,23,755,70
5390 080 14080/14023,630,117,325,87,1610,711,917,210,012,93,535,23
5390 080 15080/15025,432,220,227,97,5811,215,119,311,815,04,055,98
5390 080 21080/21035,545,132,140,89,5113,520,325,816,921,54,936,95
5390 100 140100/14023,630,117,325,87,6511,711,917,210,012,93,785,77
5390 100 160100/16027,134,423,330,18,6113,015,121,513,217,24,927,44
5390 100 170100/17028,836,525,432,29,0513,616,921,513,517,24,787,15
5390 120 160120/16027,134,423,330,19,0413,915,121,513,217,25,167,97
5390 120 180120/18030,438,727,134,410,015,316,921,513,517,24,947,47
5390 120 190120/19032,140,828,836,510,515,918,623,615,219,35,518,32
5390 140 180140/18030,438,727,134,410,416,116,921,513,517,25,147,92
5390 060 10060/10012,418,97,4011,94,807,196,309,764,577,322,403,59
5390 060 12060/12017,725,811,918,85,668,298,9713,67,1311,23,404,98
5390 060 13060/13020,627,914,522,86,038,7511,917,210,012,93,264,71
5390 080 18080/18030,438,727,134,48,6612,516,921,513,517,24,226,05
5390 100 200100/20033,842,930,438,710,215,020,325,816,921,55,698,35
Measured load capacity value: Fi,Rd = Fi,Rk × kmod/ƳM
For combined effect of action, the following condition must be met: (Fy, Ed /Fy, Ed)^2+ (Fz, Ed/Fz, 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 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, the table values can be used on the safe side. At a different spacing of the force Fy, 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.
Art. no.Format in mmComplete nailingPartial nailing
Fz,down,RkFz,up,RkFy,RkFz,down,RkFz,up,RkFy,Rk
5x405x505x405x505x405x505x405x505x405x505x405x50
5390 060 16060/16034,436,730,132,111,112,021,522,917,218,36,356,87
5390 060 19060/19040,843,636,539,011,612,523,625,219,320,66,016,48
5390 070 12570/12525,827,521,522,911,112,317,218,312,913,86,697,36
5390 080 12080/12025,827,521,522,912,213,517,218,312,913,87,338,12
5390 080 14080/14030,132,125,827,513,314,617,218,312,913,86,427,04
5390 080 18080/18038,741,334,436,714,615,921,522,917,218,37,007,60
5390 080 21080/21045,148,140,843,615,316,525,827,521,522,97,848,48
5390 100 140100/14030,132,125,827,515,417,117,218,312,913,87,508,31
5390 100 160100/16034,436,730,132,116,518,221,522,917,218,39,4510,4
5390 100 200100/20043,045,838,741,318,119,725,827,521,522,910,011,0
5390 120 160120/16034,436,730,132,118,620,721,522,917,218,310,611,8
5390 120 190120/19040,843,636,539,020,222,323,625,219,320,610,511,6
5390 140 180140/18038,741,334,436,721,724,221,522,917,218,310,511,7
5390 060 10060/10021,522,917,218,38,969,8512,913,88,609,174,484,93
5390 060 12060/12025,827,521,522,99,9310,917,218,312,913,85,966,51
5390 060 13060/13027,929,823,625,210,311,217,218,312,913,85,516,00
5390 080 15080/15032,234,427,929,813,715,019,320,615,016,07,277,96
5390 100 170100/17036,539,032,234,417,018,721,522,917,218,38,879,75
5390 120 180120/18038,741,334,436,719,721,921,522,917,218,39,5110,5
Measured load capacity value: Fi,Rd = Fi,Rk × kmod/ƳM
For combined effect of action, the following condition must be met: (Fy, Ed /Fy, Ed)^2+ (Fz, Ed/Fz, 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 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, the table values can be used on the safe side. At a different spacing of the force Fy, 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.
Required accessory:
 
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The article number is made up of the following: VVVVAAABBB
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Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

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005710 20 (1 space between the 10 and the 20)

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VVVVAAABBB
04076
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