
PSL Long Self-Drilling Steel Screw
A dedicated long self-drilling steel screw for fastening sandwich panels directly to steel or aluminium beams 6–12 mm thick — a 15 mm Long Point (No. 5), dual-diameter 6.3/5.5 mm geometry and approved pull-out and shear data.
The Adit self-drilling screw family
Choose the right self-drilling screw for your profile thickness, environment and head type.
Technical specification — geometry and dimensions
Uniform, precise dimensions across every length in the PSL series.
| Parameter | Value / range | Unit |
|---|---|---|
| Screw diameter (P2 – body) | 5.5 | mm (ST5.5) |
| Outer diameter incl. thread (P1 – head) | 6.3 | mm (ST6.3) |
| Head diameter (dk) | 10.5 | mm |
| Washer diameter (C) | 5.46 | mm |
| Head thickness (K) | 4.1–4.5 | mm |
| Hex socket (e) | 8 | mm |
| Thread pitch P1 (6.3 mm) | 1.8 | mm |
| Thread pitch P2 (5.5 mm) | 1.05 | mm |
| Drill point length (Long Point) | 15 | mm |
| Maximum steel thickness for drilling | up to 12 | mm |
| Available lengths | 75–285 | mm |
Approved technical data
The following data forms the basis for safe structural design with the PSL long self-drilling steel screw. All values in the tables are in kN per single screw, ST5.5 diameter (P2 screw body). Please note: the values listed below are characteristic failure loads (Nrk/Vrk). For engineering design, an appropriate safety factor must be applied. The designer must also verify the tear-out capacity of the profile itself.
PSL ST5.5 – fastening to a steel profile
| Load parameter (kN) | Steel thickness 2 mm | Steel thickness 3.5 mm | Steel thickness 5 mm |
|---|---|---|---|
| Characteristic failure load – pull-out (Nrk) | 5.4 | 8.7 | 9.6 |
| Characteristic failure load – shear (Vrk) | 4.8 | 4.8 | 4.8 |
| Design load – pull-out (Nrd) | 2.5 | 4.0 | 4.8 |
| Design load – shear (Vrd) | 3.7 | 3.7 | 3.7 |
| Recommended load – pull-out (Nrec) | 1.8 | 2.9 | 3.4 |
| Service load – shear (Vrec) | 2.6 | 2.6 | 2.6 |
PSL ST5.5 – fastening to an aluminium profile
| Load parameter (kN) | Aluminium thickness 2 mm | Aluminium thickness 4 mm | Aluminium thickness 5 mm |
|---|---|---|---|
| Characteristic failure load – pull-out (Nrk) | 2.0 | 7.6 | 9.6 |
| Characteristic failure load – shear (Vrk) | 4.8 | 4.8 | 4.8 |
| Design load – pull-out (Nrd) | 0.9 | 3.5 | 4.8 |
| Design load – shear (Vrd) | 3.7 | 3.7 | 3.7 |
| Recommended load – pull-out (Nrec) | 0.7 | 2.5 | 3.4 |
| Service load – shear (Vrec) | 2.6 | 2.6 | 2.6 |
Note: The shear capacity does not account for tear-out of the profile (steel or aluminium). The designer must check the tear-out capacity of the profile to determine the final shear capacity. Using steel screws to fasten aluminium can cause galvanic corrosion.
Part numbers and lengths
| Part no. | Anchor type | Length (mm) | Small box (units) | Coating |
|---|---|---|---|---|
| PSL55075 | PSL 5.5/6.3×75 | 75 | 500 | Cold galvanised |
| PSL55085 | PSL 5.5/6.3×85 | 85 | 500 | Cold galvanised |
| PSL55105 | PSL 5.5/6.3×105 | 105 | 500 | Cold galvanised |
| PSL55130 | PSL 5.5/6.3×130 | 130 | 250 | Cold galvanised |
| PSL55150 | PSL 5.5/6.3×150 | 150 | 250 | Cold galvanised |
| PSL55175 | PSL 5.5/6.3×175 | 175 | 200 | Cold galvanised |
| PSL55200 | PSL 5.5/6.3×200 | 200 | 200 | Cold galvanised |
| PSL55230 | PSL 5.5/6.3×230 | 230 | 200 | Cold galvanised |
| PSL1955255 | PSL 5.5/6.3×255 | 255 | 200 | Atlantis C4 |
| PSL1955285 | PSL 5.5/6.3×285 | 285 | 200 | Atlantis C4 |
Any screw can be supplied with an EPDM washer on request. The 255 mm and 285 mm lengths come with an EPDM washer as standard.
What is the PSL long self-drilling steel screw?
The PSL long self-drilling steel screw (Long Self-Drilling Screw for Sandwich Panels) is a dedicated self-drilling steel screw for fastening insulated panels (sandwich panels) directly to metal beams on roofs and facades. Unlike shorter screws intended for thin straps, the PSL features a long drill point (Long Point – No. 5) capable of drilling and penetrating steel or aluminium profiles up to 12 mm thick – with no pre-drilling required.
What sets the PSL apart is its unique two-stage geometry: the screw is built from two threaded zones of different diameters. At the leading part of the shank (P1, the drill-point side) the diameter is 6.3 mm (ST6.3), and along the rest of the shank (P2, the head side) the diameter reduces to 5.5 mm (ST5.5). This distinctive design – combined with the long drill point – makes the PSL the ultimate long self-drilling steel screw for fast, safe and code-compliant work on thick beams.
The screw is intended for fastening sandwich panels to beams (such as IPE/HEA beams) and to thick structural profiles 6–12 mm thick. It comes with an EPDM washer for full sealing, and enables fast, code-compliant work even on large and complex projects.
The dual-diameter geometry — what makes this long self-drilling screw special
Unlike a regular self-drilling steel screw with a single diameter and a short drill point, the PSL is built with three separate, complementary functional zones:
- Long drill point – 15 mm (Long Point No. 5): this is the fundamental difference between the PSL and the standard PS3. The long drill point makes it possible to penetrate steel and aluminium beams up to 12 mm thick – twice the capacity of a standard self-drilling steel screw. No pre-drilling, no delays.
- P1 – 6.3 mm diameter, 1.8 mm pitch (drill-point side – in the beam profile): the first, larger thread enters the beam and creates a strong grip in the load-bearing material. The coarse pitch enables fast progress through the thick steel.
- P2 – 5.5 mm diameter, 1.05 mm pitch (head side – in the panel): the finer pitch connects the panel and creates a “clamping” effect that draws the panel toward the beam. The difference between the two diameters and the two different pitches ensures a tight, durable connection for years.
Why do the different pitches matter? On the PSL the pitches are not identical (1.8 mm versus 1.05 mm) – unlike the PS3, where both are 1.8 mm. The difference creates an active “pull” that draws the panel toward the beam during driving, ensuring a hermetic, uniform connection even with very thick panels.
The advantages of the PSL — not every long self-drilling screw is the same
- Long drill point (Long Point No. 5): a 15 mm drill point – double that of standard competitors – enables direct penetration of steel and aluminium beams 6–12 mm thick with no pre-drilling.
- Unique dual-diameter geometry: 6.3 mm diameter at the start (P1, 1.8 mm pitch) and 5.5 mm along the rest (P2, 1.05 mm pitch) – a structure that increases pull-out load and prevents self-loosening even under heavy wind loads.
- Approved technical data: precise pull-out and shear values for every steel and aluminium profile thickness, enabling safe, code-compliant engineering design.
- Proven field durability: made of C1035 steel with a cold-galvanised coating (Atlantis C4 for the long lengths) – a long self-drilling steel screw that does not break, bend or disappoint under thick-beam conditions.
- Dedicated EPDM washer: all screw lengths are available with an EPDM washer for a hermetic seal; the 255 mm and 285 mm lengths come with the washer as standard.
- Wide range of lengths: 75–285 mm in 10 different lengths – a long self-drilling steel screw for every panel thickness and every type of beam.
- Engineering support and backing: ADIT engineers are available to help select the model, calculate loads and ensure compliance with stringent building codes. Tel: 054-7976110.
Quick installation guide — PSL on beams
- Mark the entry point: a light tap with a centre punch for accurate centring will prevent the long drill point from slipping at the start of rotation. This is especially important when drilling smooth beams.
- Prepare the right driver: drilling speed in steel: 1,000–1,800 rpm. Drilling speed in stainless steel: 600–1,000 rpm. Maximum drilling time: 11 seconds. Maximum installation torque: 10.4 Nm. An impact driver is recommended – but stop immediately once the screw head seats against the panel.
- Drive perpendicular to the profile: hold the driver at 90 degrees to the material with steady, continuous pressure. Driving at an angle causes the drill point to break, resulting in a weak connection and poor sealing.
- Stop when the screw seats and the washer is compressed: once the screw seats – stop. You must make sure the EPDM washer is evenly compressed but not completely crushed – this is the key to a hermetic seal against rain and water penetration into the panel.
Engineering consulting + a quality long self-drilling steel screw = a complete solution
The market is flooded with long self-drilling screws from unknown sources that break under load, drill slowly through thick beams, or corrode quickly under roof conditions. What sets ADIT Ltd. apart from other suppliers is its engineering knowledge and technical documentation: approved data for every profile thickness, support in choosing the right length according to panel and beam thickness, calculation of screw spacing according to wind and snow loads, and full compliance with building codes. This saves the cost of field failures and enables code-compliant, approved structural design.
Frequently asked questions
What is the PSL long self-drilling steel screw, and what makes it different from a regular self-drilling screw?
What is the difference between the PSL and the PS3, and when do you use each?
How do you choose the correct PSL length according to panel thickness?
Why does the PSL long self-drilling steel screw have two different pitches?
What is the PSL’s galvanic coating, and which environments is it suitable for?
What is the EPDM washer, and why is it critical on the PSL?
Can the PSL be used to fasten a panel to an aluminium profile?
What is the difference between Nrd (design load) and Nrk (characteristic failure load)?
Why does the drill point of my long self-drilling steel screw break?
Can the PSL be removed and re-driven into the same hole?
What is the recommended screw spacing for PSL screws in a roof panel?
Fastening sandwich panels to thick beams? Tell us the panel thickness, beam thickness and material — our engineers will select the right PSL length and run the pull-out and shear calculation.

