Rank: Guest
|
Posted By Martyn Hendrie
Can anyone point me in the direction of a laid down standard (Code of Practice/ Legislation or other document)for free standing roof edge protection.
I don't want suppliers/ manufacturers etc.
Thanks in advance
Martyn
|
|
|
|
Rank: Guest
|
|
|
|
|
Rank: Guest
|
Posted By peter gotch
Hi Martyn
HSE Specialist Inspector Report SIR15 out of print......
Guidance in HSE Specialist Inspector Report no 15 “Design Loadings for Temporary Roof and Floor Edge Protection” indicates that for a roof with a pitch (ie slope) of up to 10 degrees, a free standing temporary roof edge protection structure should be capable of withstanding a point load of 0.7kN without fracture or disconnecting.
The author of SIR15 explained to me that this is basically looking at loading of just over two thirds of 100kg body weight.
Comparable with U.S requirement that a guard-rail should be able to withstand 250lb force, equivalent 0.89kN - have to bear in mind that average U.S. construction worker somewhat heavier than U.K. counterpart.
National Engineering Laboratory at East Kilbride have tested various proprietory systems.
Regards, Peter
|
|
|
|
Rank: Guest
|
|
|
|
|
Rank: Guest
|
Posted By Martin Daly
Try EN 13374 this is the European and British standard for temporary edge protection.
Martin Daly
|
|
|
|
Rank: Guest
|
Posted By Martyn Hendrie
Many thanks to all that have responded.
|
|
|
|
Rank: Guest
|
Posted By David AB Thomas
HSE's SIR15 is 'out of print' and also 'not current'. Refer to BS EN 13374.
|
|
|
|
You cannot post new topics in this forum.
You cannot reply to topics in this forum.
You cannot delete your posts in this forum.
You cannot edit your posts in this forum.
You cannot create polls in this forum.
You cannot vote in polls in this forum.