TS-150-ZD
Classification
Model | TS-150-ZD |
Style | Hinged System |
Energy Class | 0 |
Maximum Energy Level Certified/Tested [kJ (ft∙tons)] | 150 / 167 (55 / 61) |
Service Energy Level Certified/Tested [kJ (ft∙tons)] | n/a |
Approved Heights [m (ft)] | 2.0 - 3.0 (6.6 - 9.8) |
Verification | Full Scale Tested |
Certification | According to WLV Guideline |
Test Report Summary
Test Height [m (ft)] | 2.0 (6.6) |
Maximum Elongation [m (ft)] | 2.64 (8.66) |
Residual Height Class | A (≥50%) |
Component Failure | None |
Primary Net Opening | None |
Secondary Mesh | None |
Test Report
Report Number | 0204 |
Issuing Body | Montanuniversität Leoben |
Date of Issue | August 16, 2004 |
Primary Net
Model | HPN 50 x 50 |
Type | Rectangular Netting |
Wire Diameter [mm (inch)] | 4.6 (0.177) |
Rope 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 | Sewing Rope |
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 (0.630) |
Corrosion Protection | Zn or ZnAl (Class A or B) |
Brake Element per rope | 2 |
Brake Element Model | AVT-phx 60/25-1.5 |
Middle Ropes
Quantity per fence segment | n/a |
Rope Diameter [mm (inch)] | n/a |
Corrosion Protection | n/a |
Brake Element per rope | n/a |
Brake Element Model | n/a |
Retaining Ropes
Quantity per post | 2 |
Rope Diameter [mm (inch)] | 12 (0.472) |
Corrosion Protection | Zn or ZnAl (Class A or B) |
Brake Element per rope | n/a |
Brake Element Model | n/a |
Support Structure
Post Type | HEA 100 |
Integrated Ladder | Rungs every 0.5 m (19") |
Rope Guides | 5/8" Shackle |
Post Weight as tested ([kg (lbs)] | 45 (99) |
Base Plate Connection | Tongue and Pin |
Base Plate Foot Print ([mm (in.)] | 650 x 200 (26x8) |
Base Plate Weight [kg (lbs)] | 26 (57) |
Anchors per base plate | 2 |
Post Base Support

1.Post;
2.Rope Guide;
3.Base Plate;
4.Hinge Pin;
5.Anchor Nut;
6.Washer;
7.Anchor;
8.Micropile Tube
Retaining Rope Anchorage

1.Retaining Rope;
2.Anchor Eye;
3.Anchor
Lateral Anchorage

1.Side Stabilization Rope;
2.Upper Bearing Rope;
3.Lower Bearing Rope;
4.Brake Element;
5.Anchor Eye;
6.Anchor
Anchor Forces
Base Plate Fk,par [kN (kips)] | 42 (9.4) |
Lateral Anchor Fk,lat [kN (kips)] | 112 (25) |
Retaining Rope Anchor Fk,ret [kN (kips)] | 49 (11) |
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 | 12 | 25 | 22 | site dependent |
Lateral | 2 | 25 | 22 | R32-250 |
Upslope | 7 | 25 | 22 | R32-210 |
Typical Cross Section

1.Post;
2.Rope Guide;
3.Base Plate;
4.High Performance Netting;
5.Retaining Rope;
6.Anchor Eye;
7.Retaining Anchor;
8.Anchor
Typical Layout

1.Post;
2.Upper Bearing Rope;
3.Lower Bearing Rope;
4.Retaining Rope;
5.Side Stabilization Rope;
6.Retaining Anchor;
7.Lateral Anchor
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