TS-100-MOBIL
Classification
Model | TS-100-MOBIL |
Style | Fixed Rotation |
Energy Class | 0 |
Maximum Energy Level Certified/Tested [kJ (ft?tons)] | 100 / 114 (37 / 42) |
Service Energy Level Certified/Tested [kJ (ft?tons)] | n/a |
Approved Heights [m (ft)] | 2.5 - 3.0 (8.2 - 9.8) |
Verification | Full Scale Tested |
EAD Testing Standard | 340059-00-0106 |
Crash Test Standard | EN 1317 TB32 |
Test Report Summary
Test Height [m (ft)] | 2.5 (8.2) |
Maximum Elongation [m (ft)] | 1.68 (5.51) |
Residual Height Class | A (≥50%) |
Component Failure | None |
Primary Net Opening | None |
Secondary Mesh | None |
Test Report
Report Number | ME_CH_RF_0220 |
Issuing Body | Montanuniversität Leoben |
Date of Issue | December 3, 2019 |
Crash Test Report Summary
Containment Level | N2 |
Working Width Level | W4 |
Impact Severity Level | B |
Max. Displacement [m (ft)] | 0.56 (1.8) |
Crash Test Report
Report Number | Pending |
Issuing Body | Pending |
Date of Issue | Pending |
Primary Net
Model | HPN 50 x 50 |
Type | Rectangular Netting |
Wire Diameter [mm (inch)] | 4.6 (0.177) |
Construction | Single Twist |
Corrosion Protection | ZnAl (Class A) |
Mesh Size [mm (inch)] | 50 x 50 (1.97 x 1.97) |
Unit Weight [kg/m2(lb/ft2)] | 5.6 (1.15) |
Mesh Tensile Strength calculated [kN/m (lbf/ft)] | 150 (10,278) |
Connection to Main Ropes | 3/8" Shackle |
Connection to Adjacent Panel | Original Wire |

High Performance Netting
The primary net material used in this system is called the High Performance Netting. It is a high tensile strength mesh suitable for low energy dynamic impacts which helps limit the elongation of the system. The small mesh opening is also ideal for sites with high frequency events of small debris. It is the same mesh used for slope retention systems.
Bearing Ropes
Quantity per fence segment | 2 |
Rope Diameter [mm (inch)] | 16 (0.63) |
Corrosion Protection | Zn or ZnAl (Class A or B) |
Brake Element per rope | 2/3 |
Brake Element Model | AVT phx 60/25-1.5 |
Middle Ropes
Quantity per fence segment | 1 |
Rope Diameter [mm (inch)] | 16 (0.63) |
Corrosion Protection | Zn or ZnAl (Class A or B) |
Brake Element per rope | 2/3 |
Brake Element Model | AVT phx 60/25-1.5 |
Retaining Ropes
Quantity per post | n/a |
Rope Diameter [mm (inch)] | n/a |
Corrosion Protection | n/a |
Brake Element per rope | n/a |
Brake Element Model | n/a |
Support Structure
Post Type | HEA 120 |
Integrated Ladder | n/a |
Rope Guides | 3/4" Shackle |
Post Weight as tested ([kg (lbs)] | 65 (143) |
Base Plate Connection | Fixed |
Base Plate Foot Print ([mm (in.)] | n/a |
Base Plate Weight [kg (lbs)] | n/a |
Anchors per base plate | 0 |
Post Base Support

Post and Base Plate

Lateral Anchorage

Anchor Forces
Lateral Anchor Fk,lat [kN (kips)] | n/a |
Slope Parallel Force H at base plate [kN (kips)] | n/a |
Tension Force per tension anchor at base plate, Fk,ten [kN (kips)] | n/a |
Bending Moment at foot of post as tested, MFOK [kNm (ton?ft)] | n/a |
Typical Recommended Anchors Based on Steel Grade
Anchor Position | Quantity per 50 m 10 m post spacing | 500/550 MPa (e.g. GEWI) | 670/800 MPa (e.g. GEWI Plus) | min 470 MPa (e.g. IBO) |
Base Plate | 0 | n/a | n/a | n/a |
Lateral | 0 | n/a | n/a | n/a |
Typical Cross Section

Typical Layout
