ASCE 7-10+ · DESIGN METHODS
Nominal (Service-Level) Wind Loads
The unfactored, service-level wind pressure used in Allowable Stress Design — exactly 0.6 times the ultimate (strength) pressure in ASCE 7-10 and later.
VIOLET · FROM ULTIMATE TO NOMINAL
One factor: multiply by 0.6
The strength-level (ultimate) pressure is scaled down to the service-level (nominal) pressure for ASD. Speed scales by the square root of the same factor.
Pressure × 0.6
Nominal pressure = 0.6 × ultimate pressure. Ultimate 40 psf becomes nominal 24 psf.
0.6 × ULTIMATESpeed × √0.6
Because pressure scales with V², the equivalent nominal speed is Vult × √0.6 ≈ 0.775 Vult. Ultimate 150 mph → nominal ≈ 116 mph.
≈ 0.775 VultVIOLET · WHERE NOMINAL APPLIES
Where service-level loads do the work
Nominal pressures drive the Allowable Stress Design checks — the everyday combinations, serviceability, and drift.
ASD Load Combinations
Wind enters the allowable-stress combinations factored as 0.6W, paired against dead and live loads.
D + 0.6WServiceability & Deflection
Deflection and serviceability limits are checked against service-level (nominal) wind, not the factored strength load.
SERVICE LEVELStory Drift
Lateral drift of a building under wind is evaluated at service level, where nominal loads set the sway you actually feel.
DRIFT CHECKVIOLET · WORKED EXAMPLE
Ultimate to nominal in one step
Start from the strength-level (ultimate) values and apply the single 0.6 factor.
By Pressure
Ultimate: pult = 40 psf
Apply 0.6: 40 × 0.6 = 24 psf
Nominal: pnom = 24 psf
40 psf → 24 psfBy Speed
Ultimate: Vult = 150 mph
Apply √0.6: 150 × 0.775
Nominal: Vnom ≈ 116 mph
150 mph → 116 mphPressure and speed give the same answer because q is proportional to V²: 0.6 on pressure equals √0.6 ≈ 0.775 on speed. Both routes turn the 150 mph / 40 psf ultimate case into the 116 mph / 24 psf nominal case.
VIOLET · QUICK CONTRAST
Nominal vs ultimate at a glance
Same wind event, two pressure levels keyed to two design methods.
| Nominal (Service) | Ultimate (Strength) | |
|---|---|---|
| Design method | ASD | LRFD |
| Pressure level | 0.6 × ultimate | Full strength pressure |
| Wind in combinations | 0.6W | 1.0W |
| Example pressure | 24 psf | 40 psf |
| Example speed | ≈ 116 mph | 150 mph |
Pre-ASCE 7-10 wind speed maps were already nominal (service-level). From ASCE 7-10 onward the maps switched to ultimate speeds, which is why the 0.6 / √0.6 conversion exists. See the full comparison for the terminology side by side.
EMERALD · NEXT STEPS
Keep going on design methods
Compare the two pressure levels, then see how each one enters its load combinations.