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ASCE 7-22 Wind Load Calculator

Estimate wind velocity pressure, external pressure, internal-pressure cases, governing net pressure, and resulting wind force for preliminary structural analysis. The calculator uses common ASCE 7-22 wind-pressure relationships and supports Exposure Categories B, C, and D, user-defined topographic, directionality, elevation, gust, and pressure coefficients. It is intended for preliminary engineering checks and does not replace a complete code-compliant ASCE 7-22 design.

Governing Net Wind Pressure
26.5 psf
Exposure Coefficient (Kz)
0.982
Velocity Pressure (qz)
30.778 psf
Effective External Coefficient
-0.68
External Wind Pressure
-20.929 psf
Internal Pressure Magnitude
5.54 psf
Net Pressure with +GCpi
-26.469 psf
Net Pressure with -GCpi
-15.389 psf
Governing Wind Force
2,646.933 lb

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The primary result is the governing absolute net wind pressure in pounds per square foot. The calculator also reports Kz, velocity pressure qz, external pressure, positive- and negative-internal-pressure load cases, and the corresponding force on the entered tributary area. The governing result is the larger absolute pressure from the two internal-pressure cases. Engineers should still verify all coefficients, zones, load combinations, enclosure classification, effective wind area, and code requirements for the actual structure.

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How to Use This Calculator

Enter the ASCE 7-22 basic wind speed applicable to the project, the height at which velocity pressure is being evaluated, and the exposure category. Then enter the topographic factor Kzt, wind directionality factor Kd, ground-elevation factor Ke, and the appropriate external and internal pressure coefficients for your specific building surface and calculation method. For MWFRS calculations, the calculator can apply a separate gust-effect factor G to Cp. For Components & Cladding calculations, enter the applicable combined GCp value as the external pressure coefficient. Enter the tributary area if you also want the resulting force.

Formula & Methodology

Velocity pressure is estimated as qz = 0.00256 × Kz × Kzt × Kd × Ke × V² in psf for imperial units. The velocity-pressure exposure coefficient Kz is estimated from the selected Exposure Category B, C, or D and evaluation height. For MWFRS mode, external pressure is estimated using qz × G × Cp. For Components & Cladding mode, the entered external coefficient is treated as GCp. Internal pressure is evaluated using the entered GCpi magnitude. Because internal pressure can act with either sign, the calculator evaluates both positive and negative internal-pressure cases and reports the larger absolute net pressure as the governing preliminary result. Resulting wind force equals governing pressure multiplied by tributary area.

Example: 120 mph Wind at 30 ft in Exposure C

For a building evaluated at 30 ft in Exposure C with a 120 mph basic wind speed, the calculator first determines the exposure coefficient Kz and then calculates velocity pressure. After applying the entered external and internal pressure coefficients, it evaluates both internal-pressure sign cases. If a tributary surface area is entered, the governing net pressure is multiplied by that area to estimate the corresponding wind force.

This calculator is not a complete implementation of ASCE 7-22. It does not automatically determine site-specific basic wind speed, Risk Category, wind-borne debris region, hurricane-prone region, enclosure classification, topographic effects, flexible-building gust response, roof and wall pressure zones, effective wind area, GCp or Cp coefficients, parapet loads, rooftop equipment loads, torsional cases, directional procedures, envelope procedures, wind tunnel procedures, load combinations, or local code amendments. The user must select coefficients appropriate to the actual structure and verify them against the applicable standard and project conditions.

For preliminary engineering and educational use only. This calculator does not produce a sealed, certified, or code-compliant structural design and is not affiliated with or endorsed by ASCE. ASCE 7-22 requirements, coefficients, maps, tables, exceptions, and local building-code provisions must be verified from the applicable official standard and by a qualified design professional where required.

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Frequently Asked Questions

How is ASCE 7-22 wind velocity pressure calculated?
For imperial units, a commonly used ASCE wind relationship is qz = 0.00256 × Kz × Kzt × Kd × Ke × V², where V is basic wind speed and the remaining factors account for exposure, topography, directionality, and ground elevation.
What is Kz in wind load calculations?
Kz is the velocity-pressure exposure coefficient. It varies with height and terrain exposure and represents how wind speed changes above the ground.
What are Exposure Categories B, C, and D?
Exposure categories characterize surrounding terrain roughness. Exposure B generally represents more obstructed terrain, Exposure C more open terrain, and Exposure D very open terrain exposed to large bodies of water or similarly unobstructed conditions. The applicable ASCE definitions should be checked for the actual site.
What is Kzt?
Kzt is the topographic factor used to account for wind-speed-up effects caused by certain hills, ridges, and escarpments. A value of 1.0 represents no topographic speed-up in this calculator.
What is Kd?
Kd is the wind directionality factor. Its appropriate value depends on the structural system and wind-load procedure, so it should be selected from the applicable ASCE provisions rather than assumed universally.
What is Ke?
Ke is the ground-elevation factor used in ASCE wind calculations. It adjusts velocity pressure for air-density effects associated with site elevation.
What is the difference between Cp and GCp?
Cp is an external pressure coefficient that may be combined with a separate gust-effect factor G in MWFRS calculations. GCp is a combined pressure coefficient commonly used for Components & Cladding calculations. They should not be treated as interchangeable.
Why does the calculator evaluate both positive and negative internal pressure?
Internal pressure can increase or decrease the net load on a building surface depending on its sign relative to external pressure. Evaluating both signs helps identify the governing pressure case.
How is wind pressure converted to wind force?
Multiply pressure in pounds per square foot by the applicable tributary area in square feet. The result is force in pounds.
Does this calculator determine the ASCE wind speed for my address?
No. Enter the appropriate basic wind speed for the project location and Risk Category using an authoritative hazard source such as the official ASCE Hazard Tool or other code-approved source.
Can this calculator be used for Components and Cladding?
It can perform preliminary pressure arithmetic when you already know the appropriate GCp, GCpi, velocity-pressure factors, height, and effective wind-area assumptions. It does not automatically determine C&C zones or coefficients.
Can this replace a professional ASCE 7-22 wind design?
No. A complete wind design requires site, building, enclosure, geometry, coefficient, zoning, load-combination, and code-compliance decisions beyond the scope of this calculator.

Published 8/8/2026