Single & dual-axis trackers engineered to maximize energy yield and efficiency.
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The warranty is a commercial document. The load case is an engineering one - and we design to the load case. Here is how a Siddhapura structure is reasoned, built, coated and proven before it ships.
Every Siddhapura Solo Energy structure is designed with a balance of strength, efficiency, and reliability. Our approach combines engineering expertise, precision manufacturing, and material excellence to create solar mounting systems built for demanding environments and decades of performance.
Our engineering focus ensures:
Engineered for strength. Designed for efficiency. Built to last.
Each structure is solved for the governing combination of wind, seismic, thermal and soil conditions measured at the project never a single national default applied everywhere.
Hardware, firmware and diagnostics are designed and assembled in house at Rajkot. We use premium quality, latest technology developed by reputed vendors.
The coating class is selected from the site's corrosivity category, C2 to C5, and proven by accelerated test so a coastal array is never protected like an inland one.
Peak three second gust the structure is designed and stow tested against, including dynamic and torsional effects.
Designed for India's highest seismic zone, with drive mounts and foundations detailed for the resulting demand.
Designed to accommodate temperature variations through controlled expansion and contraction.
Coating system selected to the ISO 12944 corrosivity category for each site, from mild inland to coastal exposure.
Zinc-magnesium-aluminium coating with several times the cut-edge barrier life of conventional galvanising, the default on structural members.
Aluminium-zinc coated steel with enhanced corrosion resistance, designed for long-lasting performance in demanding outdoor environments and solar applications.
Batch hot-dip galvanising to a controlled coating mass for posts, foundations and heavy fabricated sections.
Every interface that sees weather is bolted with stainless hardware. No sacrificial plated bolt sits in the critical path.
Each structure is modelled and solved for the governing load combinations before a single section is rolled.
Aeroelastic behaviour, dynamic amplification and stow loads are verified in the wind tunnel for new table geometries.
Drives, bearings and bolted joints are cycle-tested on the bench to represent thirty years of field operation.
Coating samples run accelerated salt-spray to confirm the specified corrosivity class is met before despatch.
A field prototype is commissioned and monitored through a full stow cycle, in person, before volume release.
| Parameter | Design value | Reference |
|---|---|---|
| Wind Design Speed | 60 m/s peak gust | IS 875 Pt 3 · ASCE 7 |
| Seismic Design | up to Zone V | IS 1893 |
| Tracking Range | ±60° | Horizontal Single-Axis |
| Tracking Accuracy | ±1° | Closed-Loop Control |
| Maximum Table Length | 160 m | Per Tracker Row |
| High-Wind Stow | 0° flat | Lowest-Drag Posture |
| Guaranteed Availability | 99% | Contractual |
| Structural Service Life | 30 years | Design Basis |
| Coating System | ZnAlMg / HDG · C2–C5 | ISO 12944 |
| Fasteners | Stainless A2 / A4 | At Weather Joints |
*Images and specifications shown are for reference only and may vary as per project and site requirements.
For utility-scale tracking system and mounting structure enquiries, send a project brief / capacity requirement. Our team responds within one working day.
