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SKU: 5015364505400
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The Simpson Strong-Tie HES (Heavy Engineered Strap) is a modern, lightweight restraint solution designed to replace conventional 30mm x 5mm steel straps in roof and floor construction. Engineered for strength, ease of handling, and fast installation, the HES provides the same robust performance at a fraction of the weight, helping to reduce on-site labour and common fixing challenges.
Lightweight with High StrengthWeighs less than 40% of traditional restraint straps while maintaining equivalent structural strength.
Formed Edge for Extra RigidityEngineered formed edges increase strength around bends, delivering enhanced performance at stress points.
Flexible InstallationCan span over floor joists and truss bottom chords without the need for notching—saving time and preserving joist integrity.
Improved Blockwork CompatibilityEasier to align with masonry courses, streamlining horizontal restraint integration.
Pre-Galvanised Z600 FinishMade from Z600 pre-galvanised mild steel for high corrosion resistance in internal or sheltered structural environments.
Standards CompliantFully compliant with BS EN 845-1 and Building Regulations (Approved Document A) for lateral restraint applications.
Speeds Up InstallationThe slim profile and lightweight design make the strap quicker and easier to handle and fix than traditional 5mm thick options.
No Joist Notching RequiredReduced thickness (typically 1.5mm) allows easy installation over the top of structural members, avoiding structural weakening.
Minimises Fixing ErrorsDesigned to solve common issues associated with bending or incorrectly seating traditional straps.
Meets Structural Load RequirementsProvides a characteristic tensile strength of at least 8 kN, ensuring reliable restraint performance in masonry-connected structures.
Perpendicular to Joists:Must be fixed tightly against the masonry and secured across the first 3 joists.
Parallel to Joists:Must also be held tightly to the masonry and have a minimum length of 1200mm.
Spacing:Lateral restraint straps should be installed at maximum 2-metre centres, as per Approved Document A.
Lateral restraint between masonry and timber floors/roofs
Roof truss and joist bracing
Floor-to-wall restraint in residential and light commercial builds
Refurbishment and new build timber frame structures
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