ASCE 7-22 · Section 26.7

Wind exposure categories B / C / D

Exposure describes the surface roughness of the terrain upwind of a building. Rougher ground slows wind near grade; smooth water exposes it fully. Smoother terrain means higher design pressures.

3
Categories: B/C/D
C
Default Exposure
+66%
D vs B at 30 ft
26.7
Governing Section

Surface Roughness

The terrain sets the load

Exposure adjusts wind pressure through the velocity-pressure exposure coefficient Kh (Kz). As roughness drops from B to C to D, wind speed near grade climbs — and so does design pressure.

wind speed at grade increases as roughness decreases → B · urban / wooded C · open terrain D · coastal / water
FIG · B = buildings & trees · C = open ground / scattered obstructions · D = flat unobstructed water & mud flats

ASCE 7-22 Definitions

B / C / D side by side

Definition, upwind fetch, and the boundary-layer parameters that drive each profile.

CharacteristicExposure BExposure CExposure D
DefinitionUrban/suburban, wooded — numerous closely spaced obstructionsOpen terrain, scattered obstructions < 30 ftFlat, unobstructed areas & water surfaces
Typical terrainDense suburbs, forests, downtownFarmland, grassland, light industrialOpen water, mud/salt flats, beaches
Min. upwind fetch2,600 ft or 20h (1,500 ft if h ≤ 30 ft)N/A — default5,000 ft / 20h over water, within 600 ft / 60h of shore
Kh at 30 ft0.700.981.16
Relative pressureLowest (−29% vs C)BaselineHighest (+18% vs C)
α (power-law)7.59.811.5
zg gradient height3,280 ft (1,000 m)2,460 ft (750 m)1,935 ft (590 m)
Selection difficultyModerate — verify fetchEasy — defaultModerate — coastal proximity

Table 26.10-1

Kh climbs with height — and converges

The exposure gap is widest near grade where surface friction dominates. As height rises, the profiles climb toward the wind aloft and the three categories converge.

ht ft Kₕ → 15 30 60 100 B C D
FIG · Kh profiles, 15–100 ft · gap is largest at grade, narrows with height
Height (ft)BCDD vs B
0–150.570.851.03+81%
250.660.941.12+70%
300.700.981.16+66%
500.791.091.27+61%
600.831.131.31+58%
800.901.211.38+53%
1000.951.261.43+51%

Worked Example

Same building, three exposures

25 ft residential building · Wilmington, NC · V = 140 mph · Risk Category II · qh = 0.00256 × Kh × V²

Exposure B
33.1 psf

Kh = 0.66 · baseline

Exposure C
47.2 psf

Kh = 0.94 · +42% vs B

Exposure D
56.2 psf

Kh = 1.12 · +70% vs B

A 70% swing in velocity pressure drives member sizing, component ratings, and build cost — from a single terrain call.


Section 26.7.3 · Determination

How to pick the exposure

Evaluate upwind terrain for each wind direction. Test for D first, then B; if neither qualifies, default to C.

STEP 1

Test Exposure D

Within 600 ft or 60h of shore (greater) AND open water ≥ 5,000 ft or 20h upwind. Both true → D.

STEP 2

Test Exposure B

Numerous closely spaced obstructions extending ≥ 2,600 ft or 20h upwind (1,500 ft if h ≤ 30 ft). True → B.

STEP 3

Default to C

Neither B nor D satisfied → use C. Covers farmland, grasslands, light development, and short-fetch transition zones.

Evaluate every wind direction

Section 26.7.3 requires checking each of the 8 compass directions. One site can carry different exposures from different directions — design software computes each and selects the controlling values per surface.

D · easterly off the ocean C · westerly open inland B · northerly suburb

Pitfalls

Four exposure mistakes to avoid

Exposure errors are among the most frequent in wind-load work — and they almost always under-design.

All homes are B

B needs ≥ 2,600 ft of suburban fetch. A house on a subdivision edge bordering farmland is likely C.

One exposure, all directions

Mixed sites are common — a coastal lot can be D from the ocean but C or B inland.

Ignoring fetch

A few nearby trees and houses do not make B. The 2,600 ft / 20h upwind fetch must be met.

Misreading D distance

For tall buildings, 60h extends D far past 600 ft — an 80 ft building reaches D out to 4,800 ft.

When unsure, go conservative

Torn B vs C → use C Torn C vs D → use D Document with aerials & distances Risk Cat III/IV → consult a wind engineer


Built On ASCE 7-22

Skip the Kh tables. Run the numbers.

WindLoadCalc.com automates directional exposure analysis — per-direction B/C/D, full velocity-pressure coefficients, and signed-and-sealed reports with built-in ASCE 7-22 compliance.