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About This Item
Full Description
NOTE 1 Where greater resistance against penetration is required for fences below 2.4 m in height, the SP components should be obtained from the purchaser.
NOTE 2 Requirements in this British Standard for the minimum sizes of fence components are based on a design wind loading, q, at right angles to the plane of the fence of 900 N/m2 employing a shape factor of 1.9 on the net area presented to the wind.
NOTE 3 In situations of extreme exposure or abnormal loading, a special appraisal should be undertaken and the design criteria should be obtained from the purchaser.
NOTE 4 The responsibility for ensuring the final installation meets this British Standard belongs to the installer. This responsibility can be mitigated by obtaining certificates for materials used from the suppliers (see Clause 10).
Cross References:
BS 4-1:2005
BS 907
BS 3692:2014
BS 3693
BS 4320
BS 4484-1
BS 4652
BS 7371-3
BS 7371-6
BS 7805-1
BS 8500-1:2015+A1:2016
BS 8500-2:2015+A1:2016
BS EN 1011-1
BS EN 1011-2
BS EN 10025-2:2004
BS EN 10056-1:1999
BS EN 10058:2003
BS EN 10210-1:2006
BS EN 10210-2:2006
BS EN 10219-1:2006
BS EN 10219-2:2006
BS EN 10263-1
BS EN 10263-2
BS EN 10263-3
BS EN 10263-4
BS EN 10296-1:2003
BS EN 12620
BS EN ISO 376
BS EN ISO 463
BS EN ISO 1461:2009
BS EN ISO 7500-1:2015
BS EN 287-1
BS EN 1176-1
All current amendments available at time of purchase are included with the purchase of this document.
Document History
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BS 1722-12:2016
viewing
Fences-Steel palisade fences. Manufacturing and installation. Specification- Most Recent
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BS 1722-12:2006
Fences-Specification for steel palisade fences- Historical Version
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BS 1722-12:1999
Fences-Specification for steel palisade fences- Historical Version
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BS 1722-12:1990
Fences-Specification for steel palisade fences- Historical Version
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BS 1722-12:1979
Specification for fences-Steel palisade fences- Historical Version