Cantilever FMC
Mounting profiles with welded base plate for fastening heavy duty pipelines
Overview
Image Description: A close-up view of a Cantilever FMC profile attached to a steel structure using a base plate and bolts.
Image Description: A diagram showing a supported cantilever arm fixed to a wall structure.
Applications
- Simple and safe fixing of heavy duty pipelines along the wall.
- For indoor and outdoor application.
Advantages
- The graduated length assortment of the FMC cantilever arms allows an optimal adaptation to the respective application.
- The stable base plate of the cantilever provides a secure hold for a load-bearing construction.
- The completely hot-dip galvanised product range guarantees on-site processing without subsequent coating and simplifies and accelerates the assembly process sustainably.
Properties
- Material base plate: steel S235JR (material no. 1.0038) according to DIN EN 10025-2
- Material profile: steel S355MC (material no. 1.0976) according to DIN EN 10149-2
- Zinc plating: hot-dip galvanised
Technical Data
| Item | Item no. | Length L [mm] | Width B [mm] | Height H [mm] | Thickness S [mm] | Sales unit [pcs] |
|---|---|---|---|---|---|---|
| FMC 90-500 | 547802 | 500 | 230 | 230 | 15.0 | 1 |
| FMC 90-750 | 547803 | 750 | 230 | 230 | 15.0 | 1 |
| FMC 90-1000 | 547804 | 1,000 | 230 | 230 | 15.0 | 1 |
| FMC 90-1.500 | 547805 | 1,500 | 230 | 230 | 15.0 | 1 |
Profile dimensions shown in diagrams: B=116, S=32, L=32, H=14, with additional dimensions 18 and 16.
Loads
| Item | Item no. | Max. recommended static load case 1 Frec [kN] | Max. recommended static load case 2 Frec [kN] | Max. recommended static load case 3 Frec [kN] | Sales unit [pcs] |
|---|---|---|---|---|---|
| FMC 90-500 | 547802 | 24.60 | 12.30 | 24.60 | 1 |
| FMC 90-750 | 547803 | 16.40 | 8.20 | 16.40 | 1 |
| FMC 90-1000 | 547804 | 12.30 | 5.60 | 12.30 | 1 |
| FMC 90-1.500 | 547805 | 7.80 | 2.40 | 6.50 | 1 |
Load Case 1
Diagram Description: A graph illustrating the maximum recommended static load (F) in kilonewtons (kN) versus cantilever length (L) in centimeters (cm) for the FMC 90 system under Load Case 1. The graph shows a downward sloping curve, indicating that the load capacity decreases as the cantilever length increases. A schematic shows a single point load 'F' applied at the midpoint (L/2) of the cantilever arm.
Note: The permissible stress is calculated according to EN 1993; σrec=fyk/(γL* γM0) with γL=1.4 and γM0=1.0. The lower value of permissible stress (shear, bending or combined) or max. deflection (L/150) is decisive.
Load Case 2
Diagram Description: A graph illustrating the maximum recommended static load (F) in kilonewtons (kN) versus cantilever length (L) in centimeters (cm) for the FMC 90 system under Load Case 2. The graph shows a downward sloping curve, similar to Load Case 1, indicating reduced load capacity with increased length. A schematic shows a single point load 'F' applied at the midpoint (L/2) of the cantilever arm.
Note: The permissible stress is calculated according to EN 1993; σrec=fyk/(γL* γM0) with γL=1.4 and γM0=1.0. The lower value of permissible stress (shear, bending or combined) or max. deflection (L/150) is decisive.
Load Case 3
Diagram Description: A graph illustrating the maximum recommended static load (F) in kilonewtons (kN) versus cantilever length (L) in centimeters (cm) for the FMC 90 system under Load Case 3. The graph shows a downward sloping curve. A schematic indicates the load is distributed as 'F = q x L', suggesting a uniformly distributed load over the length 'L'.
Note: The permissible stress is calculated according to EN 1993; σrec=fyk/(γL* γM0) with γL=1.4 and γM0=1.0. The lower value of permissible stress (shear, bending or combined) or max. deflection (L/150) is decisive.
