Rothoblaas Catalogue

TEMPORARY RAILING BARRIERS

TEMPORARY RAILING ROOF SIDE EDGE TEMP 1

CODES AND DIMENSIONS*

max. slope of use

max. spacing between supports

minimum thickness of fixture

CODE

standard

material

substructure weight

pcs

[mm]

[mm]

[kg]

used as lateral protection support maximum slope 10° from horizontal

zinc-plated steel

EDGETEMP1

EN 13374 Class A

1400

from 80 to 192

8,80

1

timber beam

* The values indicated are derived from experimental tests carried out under the supervision of third party organisations according to the referenced stand ard. For a calculation report with minimum distances, according to the referenced normative requirements, the substructure must be verified by a qualified engineer before installation.

TEMPORARY RAILING FRONT COVER EDGE TEMP 2

CODES AND DIMENSIONS*

max. slope of use

max. spacing between supports

minimum thickness of fixture

CODE

standard

material

substructure weight

pcs

[mm]

[mm]

[kg]

zinc-plated steel

EDGETEMP2

EN 13374 Class B

maximum roof slope 30°

1400

from 80 to 200

9,00

1

timber beam

* The values indicated are derived from experimental tests carried out under the supervision of third party organisations according to the referenced stand ard. For a calculation report with minimum distances, according to the referenced normative requirements, the substructure must be verified by a qualified engineer before installation.

158 | TEMPORARY RAILING BARRIERS | COLLECTIVE PROTECTION