OmniSol Global Designer
Multi-Standard Physics Engine
Global Site Specs
Engineering Notes
- Follow local structural codes (ASCE 7-16, Eurocode 1, AS/NZS 1170).
- Ensure EPDM seals are compressed for water-tightness on Tin roofs.
- Check tile integrity before attaching hooks; replace cracked tiles.
- Torque settings: M8 bolts (14-18Nm), Rail Splice screws (8-10Nm).
Design Specs
Max Support Spacing
1400 mm
Maximum distance between L-feet or Roof hooks based on Wind Region.
Max Cantilever
420mm
Maximum rail overhang past the last attachment point (approx 30% of span).
Exclusion Zone
Keep panels at least 600mm (2S) from roof edges and ridges to avoid high wind turbulence zones.
📊 Spacing Comparison
Max spacing calculated for Trapezoidal Metal Roof
OmniSol Global BOM
Standard Engineering List
| SKU | Description | Qty |
|---|---|---|
| OS-R-SR-H53 | Standard H-Rail (Ribbed) AL6005-T5, Silver Anodized, 4.2m Length | 8 |
| OS-RS-SR | Internal Rail Splice Kit Tool-less structural joiner set | 4 |
| OS-LF-02-L40 | Serrated L-Foot Kit Pre-assembled with EPDM gasket | 24 |
| OS-MC-G-L40 | Grounding Mid Clamp Kit Pre-assembled with grounding pin and nut | 20 |
| OS-EC-ST001 | End Clamp Kit Pre-assembled with M8 bolt and nut | 8 |
| OS-GR-Lug | Grounding Lug Copper/Aluminum Lay-in lug | 4 |
Get the full engineering report, installation guide, and final pricing.
Global Engineering Disclaimer:
This tool provides a preliminary Bill of Materials (BOM) estimation based on general wind load physics. It does not replace local structural engineering certifications (e.g., ASCE 7-16, Eurocode 1). OmniSol recommends a site-specific static analysis before installation.