PRODUCTS

M-STD/M-RTN
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M-STD/M-RTN

Very High Load Masonry Hanger

The Masonry Standard and Masonry Return hangers are used to support joists and trusses from masonry walls in very high load situations.

  • Suitable for I-Joist, Open web joists, and solid timber
  • Available in 2 thickness options to accommodate higher loads
  • Return option available to keep hanger tight to masonry wall
Z600

Coated Mild Steel

Up to 90kN

Application Dependant

CE marking shows that a product meets EU safety and regulatory requirements.

UKCA marking shows that a product meets the UK’s safety and regulatory requirements.

EPD (Environmental Product Declaration) is a verified document that reports a product’s environmental impact across its lifecycle. View EPD

Service class defines the environmental and use conditions a construction product is designed to withstand during its intended lifetime.

NHBC (National House-Building Council) sets standards and provides warranties and inspection services for new homes in the UK. NHBC Approved

Partial penetration butt welds allow for greater performance over FMHI hanger

Available in 2 thickness options to accommodate higher loads

Return option available to keep hanger tight to masonry wall 6mm & 8mm mild steel with zinc phosphate undercoat and an organic bituminous top coat to BS EN845–1:2013+A1:2016

Cullen products have been tested and CE marked to the requirements of ETAG015 using 3.4 x 35mm square twist nails.

  • Hanger Widths (mm): 39 – 300
  • Hanger Depths (mm): 150 – 400
  • Return Widths (mm): 100 – 250

For skewed and straddle options please contact Technical Support.

All hangers in this range do not provide restraint, therefore restraint straps may be required for joist applications

Fixings required into incoming member only. No fixings required into masonry

Floor can be propped with acroprops and fully decked but must not be fully loaded until the masonry above has fully cured

Minimum of 3 courses (675mm) of masonry is required for hanger to achieve loads stated.

The masonry above must be fully cured for 28 days prior to loading the floor.

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