Calculate panel weight, mount mass, and uplift. Review shear, pressure, ballast, and loading per roof. Make smarter rooftop solar structure decisions with faster estimates.
Enter project assumptions below. The page uses one main column, while the calculator fields switch to 3, 2, and 1 columns by screen size.
This sample helps you compare a realistic roof-mounted solar scenario before using your own project values.
| Scenario | Panels | Panel Size | Wind Speed | Total Installed Mass | Dead Load Intensity | Vertical Uplift | Extra Ballast |
|---|---|---|---|---|---|---|---|
| Metric sample rooftop array | 14 | 1.95 m × 1.13 m | 42 m/s | 756.00 kg | 0.25 kPa | 13.53 kN | 1,312.95 kg |
1. Total panel area
Area = panel length × panel width × panel count
2. Total installed dead load
Dead load = (panel + mount + ballast) × panel count
3. Velocity pressure
qz = 0.613 × Kz × Kzt × Kd × V²
4. Design pressure
Design pressure = qz × GCp × roof zone multiplier
5. Normal wind force
Wind force = design pressure × total panel area
6. Vertical uplift
Uplift = normal wind force × sin(panel tilt)
7. Horizontal shear
Shear = normal wind force × cos(panel tilt)
8. Extra ballast or anchor demand
Demand = max(0, uplift × safety factor − dead load)
This calculator is for preliminary screening and layout comparison. Final design should be checked against local code, manufacturer data, and stamped structural calculations.
It estimates installed mount weight, roof loading intensity, wind pressure, uplift, horizontal shear, downslope gravity, and extra ballast or anchor demand from your chosen assumptions.
No. It is a screening calculator for planning and budgeting. Final attachment layout, connection design, code compliance, and safety checks should come from a qualified structural engineer.
Roof edges and corners usually see stronger localized suction. The multiplier lets you raise pressure demand when your array sits outside the central roof zone.
Roof slope adds a downslope gravity component. That helps you review sliding demand on attachments, rails, or friction-based ballast layouts.
Enter the per-panel equivalent weight from your rack layout, ballast block plan, or attachment hardware estimate. Use conservative numbers when details are still changing.
Yes. For flush-mount systems, panel tilt often matches roof slope. For tilted racks on flat roofs, enter the actual rack tilt and roof slope separately.
Wind uplift can overcome the installed weight of the array. Comparing both helps show whether ballast alone may work or whether anchors are still necessary.
Even when uplift resistance looks acceptable, the roof may still be overloaded. The allowable roof load check helps flag excessive dead-load intensity early.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.