Wind Load Calculator

Calculate wind pressure and forces (ASCE 7 simplified)
This calculator uses simplified ASCE 7 formulas for preliminary design. For final design, use detailed ASCE 7 procedures.
Exposure B
Urban/Suburban
Exposure C
Open Terrain
Exposure D
Flat/Coastal
Select based on surrounding terrain
Basic wind speed (3-second gust)
Mean roof height
Windward wall area

Enter parameters to calculate wind load.

Wind Load Guide

Understanding Wind Loads

Wind loads are lateral forces on structures caused by wind. ASCE 7 (American Society of Civil Engineers) provides standardized methods for calculating wind loads on buildings.

Key Formulas:
  • Velocity Pressure: qz = 0.00256 × Kz × V²
  • Design Pressure: p = qz × G × Cp
  • Total Force: F = p × A
  • V = wind speed (mph), Kz = exposure coefficient, G = gust factor, Cp = pressure coefficient, A = area
Exposure Categories:
  • Exposure B: Urban/suburban with buildings, trees. Least severe.
  • Exposure C: Open terrain with scattered obstructions. Most common.
  • Exposure D: Flat, unobstructed areas (coastal, deserts). Most severe.
Typical Wind Speeds (ASCE 7):
  • Risk Category II (most buildings): 115-140 mph
  • Hurricane-prone regions: 140-180 mph
  • Tornado-prone regions: Special provisions
  • Check local building codes for your area

Applications

  • Building Design: Structural frame, cladding
  • Roof Design: Uplift forces, anchorage
  • Sign Design: Billboards, freestanding signs
  • Equipment: Rooftop units, solar panels
Pro Tips
  • Exposure
    Exposure D can have 50% higher pressures than Exposure B!
  • Height Effect
    Wind pressure increases with height. Taller buildings = higher loads.
  • Simplified
    This calculator is simplified. Use detailed ASCE 7 for final design.
Example

30 ft building, Exposure C:

  • V = 115 mph, h = 30 ft
  • A = 500 sq ft (wall)
  • Kz ≈ 0.85
  • qz = 0.00256×0.85×115² ≈ 28.7 psf
  • p = 28.7×0.85×0.8 ≈ 19.5 psf
  • F ≈ 9,750 lbs

Frequently Asked Questions

Q: What is ASCE 7 and why is it important?

A: ASCE 7 (Minimum Design Loads for Buildings and Other Structures) is the standard used in the US for calculating wind, snow, seismic, and other loads. Building codes (IBC, IRC) reference ASCE 7. Engineers must use ASCE 7 to ensure structures can withstand wind forces safely.

Q: How do I determine my exposure category?

A: Look at terrain within 1 mile upwind. Exposure B: urban/suburban with buildings ≥30 ft tall. Exposure C: open terrain with scattered obstructions (most common). Exposure D: flat, unobstructed (coastal areas, large water bodies, deserts). When in doubt, use Exposure C (conservative for most inland sites).

Q: What wind speed should I use?

A: Use the basic wind speed from ASCE 7 wind maps or local building codes. For Risk Category II (most buildings): 115-140 mph depending on location. Hurricane zones: 140-180 mph. This is the 3-second gust wind speed with a 700-year return period (ultimate design). Check your local code.

Q: What are Kz, G, and Cp?

A: Kz = velocity pressure exposure coefficient (accounts for height and terrain). G = gust effect factor (typically 0.85 for rigid buildings). Cp = external pressure coefficient (0.8 for windward wall, varies for other surfaces). Our calculator uses simplified values. Detailed ASCE 7 has tables for various conditions.

Q: Is this calculator sufficient for building design?

A: No, this is a simplified calculator for preliminary estimates only. Final structural design requires: detailed ASCE 7 procedures, consideration of all wind directions, internal pressures, roof uplift, component and cladding loads, and review by a licensed structural engineer. Use this for education and rough estimates only.

Q: How does wind load vary with height?

A: Wind pressure increases with height due to reduced ground friction. Kz increases with height (power law relationship). For Exposure C, Kz at 15 ft ≈ 0.85, at 30 ft ≈ 0.98, at 60 ft ≈ 1.13. Tall buildings experience significantly higher wind loads at upper floors. This is why skyscrapers need robust lateral systems.

Disclaimer

Important Notice:

  • This calculator provides simplified estimates using basic ASCE 7 formulas. It is NOT a substitute for detailed structural analysis.
  • Simplified assumptions: Rigid structure (G=0.85), windward wall only (Cp=0.8), no topographic effects, no internal pressure, no component/cladding loads.
  • Full ASCE 7 analysis requires: all wind directions, MWFRS and C&C loads, internal pressures, roof uplift, topographic factors, importance factors, and more.
  • Building codes require compliance with ASCE 7 or equivalent. This calculator does not ensure code compliance.
  • Wind speeds vary by location and risk category. Use ASCE 7 wind maps or local building codes for correct values.
  • Exposure category must be determined per ASCE 7 Section 26.7. Incorrect exposure can significantly underestimate loads.
  • This tool is for preliminary design and education only. For actual building design, hire a licensed structural engineer.
  • Special structures (flexible, unusual shapes, critical facilities) require advanced analysis beyond this calculator.
  • Hurricane and tornado regions may have additional requirements not included here.
  • We are not responsible for any structural failures, code violations, or other consequences resulting from the use of this calculator.

Always consult with licensed structural engineers and follow applicable building codes and standards (ASCE 7, IBC, etc.).

Wind Load Calculator

Calculate wind pressure and forces on structures using simplified ASCE 7 formulas. Perfect for preliminary structural design!

ASCE 7 Simplified

This calculator uses simplified ASCE 7 approach with:

  • ✓ Exposure categories (B, C, D)
  • ✓ Height-based Kz calculation
  • ✓ Velocity pressure (qz)
  • ✓ Design pressure (p)
  • ✓ Total wind force (F)
Did You Know?

The Burj Khalifa (world's tallest building) can sway up to 1.5 meters (5 feet) at the top due to wind! Engineers must carefully design for wind loads to ensure safety and comfort.