ANCHOR PLATE FOR PROFILES 41 HCP

ANCHOR PLATE FOR PROFILES 41 HCP

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

 

ANCHOR PLATE FOR PROFILES 41 HCP
ANCHOR PLATE FOR PROFILES 41 HCP
Code Name Weight Number of pieces
113879 SB 41 0.41 20 Information request