ASSY® 3.0
ASSY 3.0 joist hanger steel zn ptd. FT pan head AW
SCR-PANHD-WO-JOISTHNG-AW20-(A3K)-5X25MM
ASSY 3.0
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Steel, galvanised, partial thread, joist hanger screw head, AW drive
Joins wood instead of splitting it
Reinforced head with enlarged contact surface
High contact pressure
Cylindrical shaft reinforcement to outer diameter beneath head
Form-fitting sheet preform connection and high shear-off values
Asymmetrical coarse thread
Rapid screwing and high extraction values
Patented tip with mating thread
Reduced splitting effect, rapid gripping and pin-point placement
AW drive
Wobble-free, secure placement of screw
Material
High-strength steel for high breakage torques/galvanised, blue coated (A2K).
The screws are not suitable for outdoor use and for rooms subject to short-term or continuous high moisture levels! Please use ASSY® 3.0 A2 stainless steel screws in these cases.
To attach metals to wood, machine a precise cutout in the metal tab.
ASSY 3.0 chipboard screws are optimised for use in wooden materials. When used in plastic anchors, a reduction of the load-bearing capacity is possible. Therefore, we recommend only using screws without optimised thread tips (drill bit, mating thread, ring thread, serrated edge, self-clearing groove, etc.) in plastic dowels, e.g. Würth ASSY D, prefix 0151 (countersunk head) and prefix 0153 (pan head).
Available work documents:
Timber dimensioning software, load tables and detailed processing instructions can be found on the service page www.wuerth.de/assy.
ETA-11/0190
Specifications of European Technical Approval ETA-11/0190 and concerning the sheet preform to be fitted must be observed.
Datasheets(X)
CAD data (available after login)
Ideal for sheet preform connections that are to be disassembled again at a later point or for connections with high loads on thin wood cross-sections.
Comparable shear-off values and greater extraction values compared to 4.0 mm anchor nails.
Permitted for sheet preforms with a thickness of 1.5 mm.
Direct attachment of sheet metal and sheet preforms to coniferous timber, wooden materials produced from coniferous timber, board plywood, LV and hardwood. Pre-drilling optional in coniferous timber. Hardwood must be pre-drilled according to ETA 11/0190.
Screw-in angle 0° to 90°.
Pre-drilling option in solid wood and wooden materials produced from coniferous timber permitted. Hardwood surfaces must be pre-drilled according to ETA 11/0190 (coniferous timber d = 3.0 mm; hardwood d = 3.5 mm).
Nominal diameter (d) | 5 mm |
Length (l) | 25 mm |
Head type | Pan head |
Head diameter (dh) | 8 mm |
Head height (k) | 2.6 mm |
Head details | Reinforced shaft neck |
Internal drive | AW20 |
Thread type | Wood screw thread |
Thread design | Full thread |
Thread form | Coarse thread |
Thread length (lg) | 20 mm |
Core diameter | 3.3 mm |
Shape of tip | Tip with counter thread |
Angle of the tip | 28 Degree |
Material | Hardened steel |
Surface | Zinc plated |
Colour | Silver |
Max. screw-in angle | 90 Degree |
Min. screw-in angle | 0 Degree |
Product weight (per item) | 2.500 g |
Suitable for use in the following materials | Board ply wood (BSP), Wood, Derived timber product, Hardwood, LVL, Softwood |
Area of application | Metal plate, wood |
Approval | ETA-11/0190 |
RoHS-compliant | Yes |
Minimum clearances for joist hanger screws ∅ 5 mm for sheet steel-wood connections | |||||||
pk < 420 kg/m3 | pk < 500 kg/m3 | Default value | |||||
Force II to grain direction | Force ┴ to grain direction | Force II to grain direction | Force ┴ to grain direction | Force II to grain direction | Force ┴ to grain direction | ||
a1 | in grain direction | 8.4 d | 3.5 d | 10.5 d | 4.9 d | 3.5 d | 2.8 d |
a2 | Perpendicular to grain direction | 3.5 d | 3.5 d | 4.9 d | 4.9 d | 2.1 d | 2.8 d |
a3,t | Stressed end of the end grain | 15 d | 10 d | 20 d | 15 d | 12 d | 7 d |
a3,c | Unstressed end of the end grain | 10 d | 10 d | 15 d | 15 d | 7 d | 7 d |
a4,t | Stressed edge | 5 d | 10 d | 7 d | 12 d | 3 d | 7 d |
a4,c | Unstressed edge | 5 d | 5 d | 7 d | 7 d | 3 d | 3 d |
Minimum clearances for ∅ 4 mm and 4.4 mm anchor nails without pre-drilling for sheet steel-wood connections | |||||
pk < 420 kg/m3 | pk < 500 kg/m3 | ||||
Force II to grain direction | Force ┴ to grain direction | Force II to grain direction | Force ┴ to grain direction | ||
a1 | in grain direction | 7 d | 3.5 d | 10.5 d | 4.9 d |
a2 | Perpendicular to grain direction | 3.5 d | 3.5 d | 4.9 d | 4.9 d |
a3,t | Stressed end of the end grain | 15 d | 10 d | 20 d | 15 d |
a3,c | Unstressed end of the end grain | 10 d | 10 d | 15 d | 15 d |
a4,t | Stressed edge | 5 d | 7 d | 7 d | 9 d |
a4,c | Unstressed edge | 5 d | 5 d | 7 d | 7 d |
Characteristic bearing capacities of anchor nails and joist hanger screws in kN in coniferous wood | |||||||||
Fastener in mm | Characteristic bulk density Pk in kg/m³ | ||||||||
350 | 380 | 410 | 430 | ||||||
Fv,RK | Fax,RK | Fv,RK | Fax,RK | Fv,RK | Fax,RK | Fv,RK | Fax,RK | ||
Würth Anchor Nails | 4.0x40 | 1,68 | 0,74 | 1,82 | 0,78 | 1,95 | 2,05 | 1,11 | |
4.0x50 | 1,99 | 0,98 | 2,17 | 1,16 | 2,33 | 2,41 | 1,48 | ||
4.0x60 | 2,15 | 1,23 | 2,28 | 1,44 | 2,41 | 2,50 | 1,85 | ||
4.0x75 | 2,24 | 1,59 | 2,39 | 1,88 | 2,54 | 2,64 | 2,40 | ||
4.0x100 | 2,27 | 1,72 | 2,42 | 2,02 | 2,58 | 2,69 | 2,59 | ||
Würth Anchor Nails collated | 4.4x40 | 1,70 | 0,81 | 1,84 | 0,95 | 1,11 | 2,09 | 1,22 | |
4.4x50 | 1,88 | 1,08 | 1,99 | 1,27 | 1,48 | 2,19 | 1,63 | ||
4.4x60 | 1,95 | 1,35 | 2,07 | 1,59 | 1,85 | 2,29 | 2,03 | ||
Würth joist hanger screws | 5 x 25 | 1,49 | 1,20 | 1,58 | 1,28 | 1,36 | 1,74 | 1,41 | |
5x30 | 1,69 | 1,50 | 1,80 | 1,60 | 1,70 | 1,99 | 1,77 | ||
5x35 | 1,91 | 1,80 | 2,04 | 1,92 | 2,04 | 2,26 | 2,12 | ||
5x40 | 2,13 | 2,10 | 2,29 | 2,24 | 2,38 | 2,46 | 2,48 | ||
5x50 | 2,29 | 2,52 | 2,41 | 2,69 | 2,86 | 2,59 | 2,97 | ||
5x60 | 2,44 | 3,12 | 2,57 | 3,33 | 3,54 | 2,76 | 3,68 | ||
5x70 | 2,58 | 3,66 | 2,71 | 3,91 | 4,15 | 2,92 | 4,32 | ||
Measured load capacity value: Fi,Rd= Fi,Rk x kmod / Ym with Ym = 1.3 | |||||||||
Calculation for the Würth anchor nail according to DIN EN 1995-1-1. Pull-out capacity for load capacity class 3 according to DIN EN 1995-1-1/NA. Würth joist hanger screws nacgh ETA-11/0190. Thickness of the sheet steel part 2 mm. |
According to the following table, anchor nails can be replaced by joist hanger screws in the event of a shear force load | ||||
Anchor nail [mm] | ASSY 3.0 joist hanger screws [mm] | |||
Characteristic bulk density rk in kg/m3 | ||||
350 | 380 | 410 | 430 | |
4.0x40 | 5x30 | 5x35 | 5x35 | 5x35 |
4.0x50 | 5x40 | 5x40 | 5x40 | 5x40 |
4.0x60 | 5x50 | 5x50 | 5x50 | 5x50 |
4.0x75 | 5x50 | 5x50 | 5x60 | 5x60 |
4.0x100 | 5x50 | 5x60 | 5x60 | 5x60 |
The different minimum clearances must be observed! |
Characteristic bearing capacities of joist hanger screws in pre-drilled holes in hardwood in kN | |||||||
Fastener in mm | Characteristic bulk density Pk in kg/m³ | ||||||
530 | 540 | 550 | |||||
Fv,RK | Fax,RK | Fv,RK | Fax,RK | Fv,RK | Fax,RK | ||
ASSY 3.0 Joist hanger screws | 5 x 25 | 2,74 | 1,67 | 2,78 | 1,70 | 2,83 | 1,72 |
5x30 | 2,84 | 2,09 | 2,89 | 2,12 | 2,93 | 2,15 | |
5x35 | 3,17 | 2,51 | 3,20 | 2,55 | 3,23 | 2,58 | |
5x40 | 3,27 | 2,93 | 3,30 | 2,97 | 3,34 | 3,01 | |
5x50 | 3,42 | 3,51 | 3,45 | 3,57 | 3,49 | 3,62 | |
5x60 | 3,63 | 4,35 | 3,67 | 4,41 | 3,71 | 4,48 | |
5x70 | 3,81 | 5,10 | 3,86 | 5,18 | 3,90 | 5,25 | |
Measured load capacity value: Fi,Rd= Fi,Rk x kmod / Ym with Ym = 1.3. | |||||||
Only valid for Würth joist hanger screws according to ETA-11/0190. Thickness of the sheet steel part 2 mm. |
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