VitraLab logo
Example

Laminated Glass Calculation Example

This example shows how a laminated glass build-up can be reviewed in VitraLab using pane layers, interlayer thickness, applied loads, and limit-state checks.

Typical Input

A common laminated glass build-up may be entered as 6 + 1.52 + 6, with the interlayer shown clearly between the two glass plies.

Checks Reviewed

The output should show ULS stress effects, SLS deflection effects, governing load combinations, and pane-level utilization.

Engineering Context

Laminated glass behavior depends on glass layer thickness, interlayer assumptions, load duration, support conditions, and serviceability requirements.

Use in Practice

This workflow is useful for facade panels, screens, partitions, balustrades, and other structural glass elements where laminated safety glass is being considered.