ASCE 7-22 · CHAPTER 29 · SIGNS & BILLBOARDS

Wind Loads on Signs & Billboards

Large face area, elevated, fully exposed — signs catch wind like a sail. ASCE 7-22 Chapter 29 sets the force.

Ch 29SIGNS & FREESTANDING WALLS
0.85Kd DIRECTIONALITY
F = qhGCfAsDESIGN WIND FORCE

THE PICTURE

Wind pushes on the whole sign face

The full panel area As resists the flow; the resultant force acts at the centroid, well above the ground.

As sign area F acts at centroid clearance

THE EQUATION

The sign force equation

F = qh · G · Cf · As

qh

Velocity pressure at sign height: 0.00256·KzKztKdKeV².

Kd = 0.85

G

Gust-effect factor for a rigid sign structure.

G = 0.85

Cf

Force coefficient from Fig 29.3-1 — set by aspect ratio and clearance to ground.

QUALITATIVE

As

Gross area of the sign face the wind acts on.

SIGN AREA

TWO FAMILIES

Solid signs vs open signs

How much wind a sign sheds depends on how much of its face is actually solid.

Solid signs

A full, closed face (billboards, monument and panel signs). The force coefficient applies to the entire area As — governed by Fig 29.3-1 for solid attached and freestanding signs.

FIG 29.3-1

Open / lattice signs

Slats, frames, and see-through lattice. Wind passes between members, so the load is reduced by the solidity ratio — open signs and single-plane open frames follow Fig 29.4-2.

FIG 29.4-2

DRIVERS

What actually moves the load

Four geometry factors feed qh, Cf, and As — change one and the force shifts.

Height

Taller centroids see a higher Kz, raising qh and the design force.

qh

Area

Force scales directly with As — double the panel, double the load.

As

Aspect ratio

Width-to-height shapes Cf in Fig 29.3-1 — long signs behave differently.

Cf

Clearance to ground

The gap below the panel changes Cf; ground effect modifies how the flow loads the face.

Cf

RUN THE NUMBERS

Size your sign & billboard loads

Get the Chapter 29 force F = qhGCfAs for your panel, height, and exposure.