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Mullions Under Pressure

Watch a window mullion bend under wind load. Adjust the pressure and span to see how deflection changes.

Interactive: Mullion Deflection Simulation
0.42"
Deflection
Limit: 0.69"
60 PSF
10 ft
4" x 2"
Tributary Width: 4 ft
Line Load: 240 plf
Max Deflection: 0.69"
Status: PASS

Why Mullion Design Matters

A mullion is like the spine of a window system. It carries the wind load from the glass panels and transfers it to the building structure at the top and bottom. When wind pushes on the glass, the mullion bends - and this bending (deflection) must be carefully controlled.

Too much deflection can crack the glass, break the weather seals, and cause water leaks. Building codes limit deflection to L/175 of the span length. For a 10-foot mullion, that's about 0.69 inches of maximum allowable bow.

Moment of Inertia

The cross-section shape matters more than total material. A deep, hollow rectangular section resists bending better than a solid square of the same weight.

Span Length

Deflection increases with the FOURTH power of span. Double the span = 16x the deflection! This is why tall storefront windows need beefier mullions.

Tributary Area

Each mullion carries load from half the glass on each side. Wider glass panels = more load on the mullion = more deflection.

Material Choice

Aluminum is common but steel or fiberglass may be needed for high-load situations. Steel is 3x stiffer than aluminum for the same size.

In Monroe County with 180 mph design wind speeds, mullion engineering is critical. The combination of high wind pressure and the desire for large glass openings creates challenging engineering requirements. That's why many storefront and curtain wall systems require structural engineering review.

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