Joist hanger 2.0 mm 2 pieces
Joist hanger two-part
JOISTHNG-2PCS-30X100X2,0
Register now and access more than 125,000 products
- Variable width adjustment for flexibility
- Wings angled outwards.
- Sheet metal hot-dip zinc-plated on both sides (S250GD +Z275), approx. 20 µm thickness 2.0 mm in line with EN 10326:2004
- Application in utilisation classes 1 and 2 in line with EN 1995:2013
European technical approval ETA-09/0021
The 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.
European technical approval ETA-09/0021
Datasheets(X)
Load-bearing connections of timber joists to wood, concrete or steel
Suitable fasteners:
- Ribbed nail in line with EN 14592: 4.0x40–100 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; WIT-VM 250; WIT-UH 300
 | |
Width x height | 30 x 100 mm |
Thickness | 2 mm |
Number of D 5 mm holes in subcarrier nJ + main carrier nH | 8 + 14 PCS |
Number of D 11 mm holes in subcarrier nJ + main carrier nH | 0 + 4 PCS |
Weight | 298 g |
Depth of underside | 80 mm |
Material | Steel |
Surface | Hot dip galvanized |
Width of wing on nut | 42 mm |
Approval | ETA-09/0021 |
Material designation | S250GD |
Material standard | DIN EN 10326:2004 |
Number of pieces | 2 PCS |
Depth of upper side | 42 mm |
| Full and partial nail extraction from 2.0 mm two-piece joist hanger | ||||||
| Characteristic load-bearing capacities of 2.0 mm two-piece joist hanger with Würth ribbed/anchor nails | ||||||
| Art. no. | Format in mm | Complete nail extraction | ||||
| Fz,down,Rk | Fz,up,Rk | Fy,Rk wood | Fy,Rk steel | |||
| 4x60 mm | 4x60 mm | 4x60 mm | 4x60 mm | |||
| 0681 030 100 | 30/100 | 8,11 | 5,01 | 13,6 | 5,13 | |
| 0681 030 150 | 30/150 | 17,0 | 17,0 | 21,8 | 7,30 | |
| Factor table for rated values | ||||||
| NKL | Continuously | 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 |
| - If wood with a lower raw density is used, the load capacity must be reduced by a "kdens" factor. kdens = (pk/350)^2 - The following equation must be used where the effects of action Fy,Ed and Fz,Ed are combined or if eH ≠ 0. | ||||||
| Notes: - Design according to ETA -09/0021 and DIN EN 1995-1-1 - The regulations and instructions of ETA -09/0021 must be observed - The transverse tension must be verified separately - The main beam must be secured to prevent torsion These are guides for planning purposes. The values must be calculated for each project by authorised persons. | ||||||
Select RAL-colour code
!! NOTE: On-screen visualisation of the colour differs from real colour shade!!
Last viewed
Hexalobular-type cheese head screw, low head
Low-cut safety shoes S1 ESD
Long-life & speed diamond wet core bit 1 1/4 inch
Spare parts - machines
Stud with threaded end ≈ 1.25 d DIN 939, steel 10.9, plain
Shoe accessories
Oval-head screws with H cross recess DIN 7985, steel 4.8, plain
Hexagonal bolt with shank
Hexagonal bolt with thread up to the head ISO 4017, steel 8.8, zinc-plated, blue passivated (A2K)
W-IP pipe holder