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Glass Deflection Limits and SLS Checks for Structural Glazing

Glass deflection is a serviceability response, not a glass-strength value. This guide explains the inputs that control movement, how a deflection limit is selected and why the governing SLS case can differ from the governing ULS check.

Glass deflection calculator SLS deflection Structural glazing

Conceptual SLS response Loaded pane and maximum deflection wmax
wmax UNDEFORMED REFERENCE DEFLECTED PROFILE
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Overview

Primary topic
Glass deflection calculator
Engineering basis
SLS deflection
Review status
Project-specific verification required

What Affects Deflection

Deflection depends on pane dimensions, span, glass thickness, support condition, load magnitude, glass build-up, and laminated glass assumptions.

SLS Review

Serviceability checks are normally reviewed separately from ULS stress checks because a pane can be strong enough but still too flexible for the project brief.

Interactive isometric comparison of four-edge, two-edge and bottom-clamped structural glass support conditions Interactive engineering guide Structural Glass Support Conditions Compare four-edge, two-edge and bottom-clamped glass support models in an interactive isometric view. View support models
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Deflection Checks

Deflection Limits

The acceptable limit comes from the applicable design basis, project specification and glazing-system requirements. A numerical limit should not be selected only because it produces a passing result; the engineer must confirm the criterion and the span to which it applies.

Support Conditions

Four-edge, two-edge, and one-edge support conditions can produce very different deflected shapes and governing spans. The support model should match the real framing detail.

Wind Load and Facade Glass

For structural glazing and facade panels, wind pressure or suction can govern deflection. The same pane may pass stress checks while still needing a serviceability review.

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Engineering Use

Laminated Glass Deflection

Laminated glass behavior depends on ply thickness, interlayer assumptions, load duration, and the design method used for the project.

Using VitraLab

Open the glass deflection calculator, enter the pane size, build-up, support condition and actions, then review the SLS deflection, selected limit, utilization, warnings and project assumptions.

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Example Deflection Checks

Swipe horizontally to view more figures

Glass deflection result for horizontal four-edge supported laminated glass
SLS deflection result for horizontal four-edge supported laminated glass.
DGU glass deflection result for vertical four-edge supported structural glazing
DGU glass deflection result for vertical four-edge supported glazing.
One-edge supported balustrade glass deflection example under barrier line load
Example showing one-edge support deflection under a balustrade barrier line load.
Barrier line load deflection example for two-edge supported laminated glass
Example showing how two-edge support and barrier line load affect laminated glass deflection.
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Frequently Asked Questions

Why is glass deflection important?

Deflection affects appearance, movement, drainage, comfort, sealant behavior, and project serviceability requirements.

Can glass pass stress but fail deflection?

Yes. A pane can have acceptable strength utilization while still exceeding the selected serviceability deflection limit.

What is an acceptable glass deflection limit?

There is no single limit suitable for every glazing system. Use the applicable standard, project specification and support-span definition, then confirm compatibility with framing, seals, drainage, appearance and adjacent construction.

Which inputs matter most for deflection?

Span, thickness, support type, load magnitude, aspect ratio, and laminated glass assumptions are usually the most important inputs.

Engineering content is prepared and maintained by VitraLab Engineering. Worked examples show how the current calculator treats a defined case; they do not replace project-specific verification.