Fastening to Concrete and Steel
Assembly Set MS 5P MA
Application
Element for connecting Beam Bracket TKO, Angled Beam Bracket SKO, End Support WBD or Pivot Joint GE F to a beam section.
Scope of delivery
| 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
Installation
| 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.
Technical Data
| Type | Size range [mm] | Tightening torque MA [Nm] | Fy perm. per Beam Clip [kN] | Shear force load capacity Fz per Set = 4 Beam Clips [kN] |
|---|---|---|---|---|
| M12 MA S | 1 - 30 | 60 / 90° | 32,9 | 15,1 * |
| M16 MA S | 4 - 40 | 140 / 90° | 39,1 | 16,7 * |
* The specified data relate to the worst case with flange thicknesses 30 mnm (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 |