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Wind Load Calculator (ASCE 7-22)

Design wind pressures for low-rise buildings per ASCE 7-22 Chapters 26-30 with MWFRS and roof pressures

Free wind load screening calculator for structural engineers, architects, and building designers. Review velocity pressure, MWFRS wall and roof pressure rows, and net uplift prompts for enclosed and partially enclosed buildings up to 60 feet. Includes exposure coefficients (B, C, D), ground elevation factor, user-entered topographic factor, internal pressure coefficients, and source warnings. Supports flat, gable, and hip roof prompts within the stated scope.

Pro Tip: In ASCE 7-22, the basic wind speed maps already incorporate risk category, unlike older editions (ASCE 7-10 and earlier) where you applied a separate importance factor (Iw). Make sure you're using the correct adopted-code map for your risk category. Component and cladding (C&C) pressures are often higher than MWFRS pressures in corner and edge zones and are not calculated here.

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Wind Load Calculator (ASCE 7)

How It Works

  1. Enter Wind Speed and Exposure

    Enter the basic wind speed (mph) for your risk category from the adopted-code ASCE 7 wind speed map or AHJ source. Select the exposure category: B (suburban), C (open terrain), or D (flat/coastal).

  2. Define Building Geometry

    Enter building height, length (parallel to wind), and width (perpendicular to wind). Select roof type and slope.

  3. Set Enclosure and Factors

    Choose enclosure classification (enclosed or partially enclosed). Set ground elevation, topographic factor Kzt, and risk category.

  4. Review Wind Pressure Prompts

    The calculator shows velocity pressure at roof height, simplified MWFRS pressure rows on wall and roof surfaces, net lateral force, and net uplift. All values are planning prompts in psf for qualified review.

Built For

  • Structural engineers screening local wind inputs before full adopted-code design
  • Architects framing preliminary structural questions before qualified review
  • Building officials or reviewers spotting missing wind-design inputs during early conversations
  • Metal building designers comparing preliminary MWFRS pressure prompts before manufacturer design
  • Roofing contractors identifying uplift questions that require product data and C&C pressures

References

  • ASCE 7-22 - Minimum Design Loads and Associated Criteria for Buildings and Other Structures, Chapters 26-30 (source pointer)
  • IBC 2021 (International Building Code) - Section 1609: Wind Loads (adopted-code source pointer)
  • ASCE 7 Hazard Tool - Basic Wind Speed Maps by Location and Risk Category
  • ASCE 7-22 Commentary - Chapters C26-C30 (explanatory notes on wind load provisions)

Frequently Asked Questions

MWFRS (Main Wind Force Resisting System) pressures are used for the overall structural frame, diaphragms, and bracing that resist building-level wind force. C&C (Components and Cladding) pressures are used for individual elements like windows, doors, siding, and roof sheathing. This calculator does not calculate C&C pressures, so product selection and attachments still need current ASCE 7, manufacturer data, and qualified structural review.
ASCE 7-16 introduced risk-targeted 3-second gust wind-speed maps with separate maps for each risk category, so the older separate wind importance factor is not applied the same way. ASCE 7-22 also includes the ground elevation factor Ke. Use the adopted-code edition and AHJ source for the actual project.
Exposure category depends on terrain and must be evaluated for each wind direction under the governing code. Exposure B generally reflects urban/suburban obstructions, C open terrain, and D flat unobstructed coastal exposure. Do not rely on the default when a site-specific structural review is required.
Disclaimer: This calculator implements a simplified directional-procedure screen for enclosed and partially enclosed low-rise buildings (≤60 feet, regular shape) using ASCE 7-22 source pointers. It does not cover open buildings, monoslope roofs, flexible or dynamically sensitive structures, free-standing walls, rooftop equipment, buildings with unusual geometry, or tornado loads. Roof pressure coefficients use the h/L ≤ 0.25 column of Fig. 27.3-1; for h/L > 0.25 the displayed roof uplift is understated and the h/L = 0.5 or ≥ 1.0 columns must be used directly. Component and cladding (C&C) pressures are not calculated. Results must be verified by a licensed structural engineer under the adopted code.

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