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Application

Clamping element for bi-lateral attachment of crossbars to steel beams, independent from the channel's opening.

Installation

To be used in pairs.
Length calculation = Beam/Girder flange thickness + min. 2 x 50 mm overhang

Technical Data

Type Max. perm. load tension Tightening torque
M10 5,0 kN per U-Holder 30 Nm

Material: Steel, HCP

Type For channel
height [mm]
 Max. flange
thickness [mm]
Thread
41 - M10 20 - 62 16 M10

= Sold by pack
Type
kg
Pack.
Avail.
Art.Cod.
Price
Q.ty