A640
Element for connecting Beam Bracket TKO, Angled Beam Bracket SKO, End Support WBD or Pivot Joint GE F to a beam section.
| Type | Beam Clip [Quantity] |
Support plate [Quantity] |
Stop plate [Quantity] |
HR trimming * [Quantity] |
|---|---|---|---|---|
| M12 MA S | 4 x M12 | 4 x M12 | 4 x M12 | 4 x M12 x 80 |
| M16 MA S | 4 x M16 | 4 x M16 | 4 x M16 | 4 x M16 x 100 |
* HR trimming according EN 14399-3 consisting of: Hexagon bolt M12 or M16, 2 washers, 1 hexagon nut
| 1. | Position stop plate on component to be mounted. |
| 2. | Position the Beam Clip with the slit side into the indentations of the stop plate and with the lug on the steel girder. |
| 3. | Install support plate and HR trimming and tighten accordingly. |
The support plate secures a rectangular assembly of the bolt and prevents its shifting or bending stress. In conjunction with the HR trimming a continuous and predictable preload force is guaranteed. The stop plate ensures a tight fit of the Beam Clip.
| Type | Size range [mm] |
Tightening torque MA [Nm] |
Fy permitted per Beam Clip [kN] |
Shear force load capacity Fz per Set = 4 Beam Clips [kN] |
|---|---|---|---|---|
| M12 MA S | 1 – 30 | 85 | 32.9 | 15.1 * |
| M16 MA S | 4 – 40 | 150 | 39.1 | 16.7 * |
* The specified data relate to the worst case with flange thicknesses 30 mm (M12) or 40 mm (M16) as well as a coefficient of adhesion µadhesion = 0.20.
A possibly operating tensile force Fy isn’t included.
| Material: | Steel, HCP |
