Summary

Fixing selection is one of the most underestimated decisions on site. The failure of an incorrectly selected fixing can result in anything from a picture falling off a wall to a structural bracket failure that injures someone. In the UK, the Workplace (Health, Safety and Welfare) Regulations 1992 and the Health and Safety at Work Act 1974 both impose duties on the people who specify and install fixings — particularly in commercial and public-facing environments.

The complexity comes from the variety of substrates encountered: pre-war solid brick, post-war cavity wall (inner leaf hollow or solid), dense concrete (reinforced or plain), aircrete blocks (low density), plasterboard over studs (timber or steel), and mixed constructions including beam-and-block floors and cellular masonry. Each substrate has different pull-out resistance, different suitable fixing types, and different installation requirements.

This article provides a practical reference for the most common substrate and fixing combinations, load tables for typical applications, and guidance on when a structural engineer should be involved.

Key Facts

  • Pull-out load — The force required to pull the fixing and screw directly out of the substrate; rated in kN or kg
  • Shear load — Force acting parallel to the substrate; a shelf bracket applies mainly shear at the wall fixings
  • Safety factor — Apply minimum 3× safety factor: if fixing is rated 1kN, maximum working load is 333N (34kg)
  • Overhead fixings — Apply minimum 10× safety factor for anything suspended overhead; rated 1kN = max working load 100N (10kg)
  • Plasterboard alone — Extremely low pull-out values; typical plastic plasterboard plug: 25kg; specialist hollow-wall anchor: 50–100kg
  • Minimum spacing — Fixings in masonry must be minimum 50–75mm from brick/block edge; check manufacturer specification
  • Edge distance — Expansion anchors in concrete need minimum 75–100mm from free edge; less risks splitting
  • Setting time for resin — Resin anchors (Hilti, Fischer, Rawlplug) need cure time before loading; typically 30–60 minutes at 20°C; longer in cold weather
  • Torque — Expansion anchors must be torqued to manufacturer specification; under-torque = incomplete expansion; over-torque = substrate failure
  • Stud finder — Use electronic stud finder or probe; never assume stud position from standard spacings (600mm centres are common but not universal)
  • ETA — European Technical Assessment: accreditation for anchors in structural applications; look for ETA number on anchor data sheet for critical applications

Quick Reference Fixing Selection Table

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Substrate Typical Fixing Max Load Per Fixing Notes
Solid brick/dense block Plastic wall plug + screw 50–100kg Drill to correct size; plug fully embedded
Cavity masonry (outer leaf solid) Toggle bolt or sleeve anchor 30–80kg Confirm which leaf being fixed to
Aircrete/lightweight block Specialist block anchor or resin 20–50kg (block dependent) Aircrete is weak; standard plugs pull out easily
Reinforced concrete Expansion bolt or resin anchor 100kg–10kN+ Rebar avoidance essential
Plain concrete Expansion bolt or resin anchor 50–500kg
Plasterboard (no stud) Plasterboard plug or spring toggle 25–50kg Never use for overhead structural
Plasterboard to stud (timber) Screw into stud 50–100kg Locate stud first
Plasterboard to stud (steel) Self-drilling screw into stud 30–80kg Use correct screw thread for steel stud
Timber joist/rafter Screw directly 50–200kg Use structural screws for loads >20kg
Steel beam/column Through-bolt or welded bracket Engineered Structural engineer involvement required

Detailed Guidance

Substrate Identification

Solid masonry: Solid brick walls (225mm, two courses wide) are found in pre-1930 construction. Drill with a standard masonry bit — resistance should be consistent throughout. Solid concrete block (dense aggregate): similar resistance. Both accept standard plastic plugs with good pull-out values.

Cavity masonry: Post-1930 construction: two leaves separated by a cavity (originally 50mm, now typically 75–100mm). The outer leaf may be brick; inner leaf may be dense block, lightweight block, or timber stud. Fixing to cavity wall: fix to the inner leaf for good pull-out values; if fixing only to the outer (single) leaf, load capacity is greatly reduced.

Identifying cavity vs solid: Tap the wall: solid sounds dull; cavity sounds slightly hollow. Drill a 5mm pilot hole — if the drill suddenly breaks through a void after approximately 100–115mm (the outer leaf), it's a cavity wall.

Aircrete (aerated concrete block — Thermalite, Celcon): Very low density; pale colour; standard plastic wall plugs pull straight out with minimal force. Must use specialist aircrete anchors or resin to achieve adequate pull-out.

Plasterboard: Plasterboard (gypsum board) alone has very low fixing strength. Most domestic walls in 1980s+ construction are plasterboard on timber stud or steel stud. Always locate and fix into the stud where possible. Where no stud is accessible, use a plasterboard-specific anchor.

Fixing Types: Technical Details

Standard plastic wall plug:

  • Nylon plug in sizes 5mm, 6mm, 7mm, 8mm, 10mm diameter
  • Match screw size to plug size
  • Drill hole same diameter as plug; plug should tap in with mallet without splitting
  • Turn screw: plug expands and grips masonry
  • Load rating: 50–100kg for 10mm plug in solid brick; much lower in lightweight block

Frame anchor (Fischer, Rawlplug FFS):

  • Longer nylon plug (typically 50–100mm); used for window frames, door frames, skirting
  • Screws in through material being fixed, then expands behind
  • Higher load than standard plug for same effort

Expansion bolt (mechanical anchor):

  • Through-bolt or bolt anchor; used in concrete and hard masonry
  • Types: stud anchor (bolt protrudes after setting), screw anchor (faster installation), wedge anchor (high load)
  • Minimum edge distance: 75–100mm in concrete; more near reinforcement
  • Torque to manufacturer specification
  • ETA-assessed versions for structural use

Resin anchor:

  • Epoxy or polyester resin injected into drilled hole; threaded rod inserted; resin cures and bonds
  • Higher pull-out values than expansion anchors in most substrates
  • Essential for: cracked concrete, close to edges, hollow blocks (use mesh sleeve to contain resin)
  • Types: cartridge injection (Fischer FIS, Hilti HIT, Rawlplug R-KEM); capsule type (useful in deep holes)
  • ETA-assessed products available for structural work (essential for load-bearing applications)
  • Cure time: read the technical data sheet; temperature affects cure; cold weather requires longer cure

Toggle bolt (spring toggle, gravity toggle):

  • Used in plasterboard or hollow core masonry where drill hole gives access to a void
  • Bolt passes through hole; toggle springs open on the back side of the void
  • Load must be in tension or shear; not rated for overhead if spring can close
  • Maximum load typically 30–80kg for standard toggles; more for Molly bolt type

Driva/self-drill plasterboard fixing:

  • Drill-in point; screws directly into plasterboard without pre-drilling
  • Rated typically 25–30kg in pull-out on 12.5mm board
  • Faster to install than toggle; lower load capacity

Load Tables for Common Applications

Application Typical Load Fixings Required Recommended Fixing Type
Picture frame (<5kg) 5kg 1–2 fixings Standard wall plug; plasterboard plug into stud
Wall-mounted TV (15–30kg) 30kg 4 fixings 8–10mm wall plug in masonry; screw into stud in plasterboard
Kitchen wall unit 40–60kg 4–6 fixings 10mm wall plug in masonry; 2 screws per stud in stud walls
Boiler (>50kg) 50–80kg 4–6 fixings 10mm frame anchor; ensure fixing into solid masonry
Radiator 20–40kg 4 fixings 10mm wall plug or bracket screw into stud
Overhead shelf (fully loaded) 20–40kg 4+ fixings Safety factor 10×; use masonry fixings only in solid substrate
External gate post bracket 100–500kg 4+ fixings M12+ expansion bolt or resin anchor in solid masonry/concrete
Structural steelwork connection >1kN Engineered Resin anchor ETA-assessed; structural engineer required

Concrete: Special Considerations

Rebar avoidance: Reinforced concrete has steel bars. Drilling into rebar:

  • Damages the bar (reduces structural integrity of the concrete element)
  • Damages the drill bit (expensive)
  • Creates a potential corrosion path Use a rebar detector (Ferroscan, Profometer) before drilling into reinforced concrete slabs, beams, or columns.

Concrete grade: Higher-grade concrete (C30, C40) gives higher anchor pull-out values. Weak/old concrete may be significantly lower. If in doubt, test with a torque wrench — if the anchor rotates or pulls before reaching set torque, the concrete is weak.

Distance from edges/corners: Expansion anchors near concrete edges can cause spalling:

  • Minimum edge distance typically 75–100mm for standard anchors
  • Minimum anchor spacing: 3× anchor diameter typically
  • Near free edges: use bonded (resin) anchors which do not induce splitting pressure

Plasterboard: When to Accept Low-Load Fixings

Plasterboard fixings are always the lowest-load option. In most cases, the correct approach is to fix into the stud — locate it with a detector and use wood screws directly into timber, or self-drilling metal screws into steel stud.

When plasterboard-only fixing is acceptable:

  • Light loads under 20kg per fixing with multiple fixings distributed
  • Non-structural applications: picture rails, small accessories, toilet roll holders
  • Applications where loading is predominantly pull direction (not overhead)

When plasterboard-only fixings are NOT acceptable:

  • Any overhead application (ceiling fan, lighting track, pull-down fitting)
  • Large mirrors, TVs, or shelves over 40kg total
  • Anything that could cause injury if it falls (gym equipment, climbing holds, overhead storage)

Frequently Asked Questions

Can I use chemical anchor resin in any substrate?

Resin performs best in solid substrates. In hollow masonry (cellular blocks, hollow brickwork) or plasterboard, the resin has nowhere to fill and anchor — you need to use a mesh sleeve (mesh tube) inserted into the hole first, then inject resin through the sleeve. The mesh contains the resin as it expands. Resin without mesh sleeve in a hollow substrate will just fill the void and provide minimal pull-out.

My expansion bolt spins when I try to tighten it. What is wrong?

The anchor has over-expanded and is spinning in place. This happens if: the hole is too large (use the correctly sized drill bit from the anchor data sheet); the substrate is too weak; or the anchor was inserted at the wrong depth. Do not continue to turn — it will not grip. Remove the anchor, plug the hole with mortar or grout, and redrill when set.

What is a 'safe working load' (SWL)?

The safe working load is the manufacturer's maximum recommended working load, after the safety factor has already been applied. Some manufacturers give it as SWL; others give ultimate (failure) load and you apply your own safety factor. Always check the datasheet to understand which is given. For structural applications (anything overhead, load-bearing, or public-facing), always apply an additional safety factor to the SWL as stated, and ensure you are using an ETA-assessed product.

Regulations & Standards

  • BS 8000-3 — Workmanship on building sites: masonry

  • BS EN 1991-1-1 — Structural loads reference for understanding load values on fixings

  • BS EN 1992-4 — Design of fastenings for use in concrete (Eurocodes approach)

  • Workplace (Health, Safety and Welfare) Regulations 1992 — Maintenance of workplace structures, including fixed fittings

  • Fischer Technical Library — Load tables and product selection for all Fischer anchors

  • Rawlplug Technical Centre — Anchor selection and load data

  • Hilti Engineering Data — Technical data for Hilti anchor systems

  • cement sand ratios — Material mixing for anchoring and bedding contexts

  • plasterboard types — Plasterboard types affecting anchor performance

  • brickwork — Masonry construction that determines fixing substrate type