Panel, load & criteria
Sample panels & loads
| # | Width | Height | Pressure | Support | Defl | Note |
|---|---|---|---|---|---|---|
| 1 | 900 mm | 1200 mm | 0.5 kPa | Four edges simply supported | L/90 | Interior partition pane |
| 2 | 1000 mm | 1800 mm | 0.75 kPa | Four edges fixed | L/120 | Guarded storefront lite |
| 3 | 1200 mm | 2400 mm | 1.0 kPa | Two short edges supported | L/60 | Sidelite between mullions |
Recommended thickness & checks
| Nominal thickness | Thickness (mm / in) | Stress (MPa) | Deflection (mm) | Stress OK? | Deflection OK? |
|---|
Method & assumptions
This selector approximates plate behavior under uniform pressure using classical elastic plate theory. For a rectangular pane (short side a, long side b), the peak surface stress and maximum center deflection are estimated as:
- σmax ≈ k · q · a² / t², where k depends on aspect ratio and boundary support.
- wmax ≈ c · q · a⁴ / (E · t³), where c depends on aspect ratio and boundary support.
Allowable bending stress is taken as σallow = σult / SF. Deflection is checked against L/R where L is the short side and R is the selected limit (e.g., L/90).
Coefficients k and c are representative for common support conditions and aspect ratios (1–3) and are linearly interpolated. This is a screening tool; project-specific design standards (e.g., lab-tested charts) govern.
How to use this calculator
- Select units and enter width and height of the clear pane.
- Choose load mode: direct design pressure or wind speed (simplified conversion).
- Pick edge support and deflection limit; confirm material properties and safety factor.
- Press Calculate to evaluate common nominal thicknesses.
- Review pass/fail table and the recommended minimum thickness.
- Export CSV/PDF for submittals or attach to project notes.
Disclaimer: This tool provides preliminary guidance only and does not replace project-specific engineering or applicable standards.