Glass · Structural
Glass load calculator
A pane supported on four edges takes a uniform load q = fg;d · t² / (β · b²): a 1000 × 1500 mm pane of 8 mm annealed glass takes 2.44 kPa of 10-minute wind, the same pane toughened 10.6 kPa. fg;d is the design strength in the EN 16612 form (18.5 MPa annealed, 39.4 heat-strengthened, 81.0 toughened, for a 10-minute load), β comes from the shape of the pane and b is its short side.
How the load capacity is worked out
For the 8 mm annealed pane under 10-minute wind: kmod = 0.742, so fg;d = 0.742 × 45 / 1.8 = 18.54 MPa. The ratio of the sides is 1.5, β = 0.4872: q = 18.54 × 8² / (0.4872 × 1000²) = 0.00244 N/mm², 2.44 kPa. It is the same arithmetic as the thickness under wind load check, turned round.
Load capacity of a 1000 × 1500 mm pane, 10-minute wind (kPa)
| Thickness | Annealed | Heat-strengthened | Toughened |
|---|---|---|---|
| 4 mm | 0.61 | 1.29 | 2.66 |
| 5 mm | 0.95 | 2.02 | 4.16 |
| 6 mm | 1.37 | 2.91 | 5.99 |
| 8 mm | 2.44 | 5.17 | 10.65 |
| 10 mm | 3.81 | 8.08 | 16.63 |
| 12 mm | 5.48 | 11.64 | 23.95 |
Four edges simply supported, uniform load, linear plate theory, nominal thickness. These are design values with the partial factors already in; they are not breaking loads.
What this page does not do
- It does not check deflection limits. It shows the deflection at the load it finds; when that passes about half the thickness, linear theory is on the safe side for the stress but exaggerates the deflection (see the deflection calculator).
- It does not handle laminated or insulating glass, point fixings or a free edge. Laminated and double glazing go through the wind load page; point-fixed glass needs a structural program.
- It does not replace the national annex. Partial factors and ksp vary by country and by product; this uses γM;A 1.8, γM;v 1.2 and ksp 1.0 (float).
Questions people ask
- How much load can glass take?
- It depends on its size, thickness, type and how long the load lasts. A 1000 × 1500 mm pane of 8 mm annealed glass supported on four edges takes 2.44 kPa of 10-minute wind as a design value; toughened, 10.6 kPa.
- How do you calculate the load capacity of a glass panel?
- q = f_g;d · t² / (β · b²): the design strength times the thickness squared, over the shape coefficient β and the short side squared. EN 16612 gives the design strength from the glass type and the load duration.
- How much stronger is toughened glass than annealed?
- For a 10-minute wind load, the design strength goes from 18.5 MPa annealed to 81.0 MPa toughened, about 4.4 times, so the same pane takes 4.4 times the load.
- Why does glass take less load when the load lasts longer?
- Glass weakens under sustained stress (static fatigue): EN 16612 multiplies its strength by k_mod = 0.663 · t^(−1/16), t in hours. A 10-minute load gets 0.74, a month 0.44 and 50 years 0.29.