Wind Load & Velocity PressureConstruction

ASCE 7 & Eurocode 1 Building Wind Velocity Pressure (qz) & Structural Design Load Estimator

Calculate dynamic wind velocity pressure (qz in N/m², kPa & psf), net structural design wind pressure on walls/roofs, height velocity exposure coefficient (Kz), and basic wind speed impact.

Calculated Result

Dynamic Wind Velocity Pressure (qz in N/m²)

476N/m²

Calculator Inputs

Quick select:

Dynamic Wind Velocity Pressure (qz in N/m²)

476N/m²

Design Windward Wall Pressure (kPa)

0.32 kPa

Velocity Pressure in Pounds / Sq Ft (psf)

9.9 psf

Height & Exposure Coefficient (Kz)

0.7 Kz

Basic Velocity Pressure

0.48 kPa

Design Windward Pressure in N/m²

324 N/m²

Velocity Pressure vs. Wall Design Pressure Breakdown

Final Engineered Velocity Pressure
476 N/m²(60%)
Design Windward Pressure in N/m²
324 N/m²(41%)

Formulas adhere to ASCE 7-16 / EN 1991-1-4 standards. Local site topography factor (Kzt) and wind directionality factor (Kd = 0.85) applied.

All engineering calculations, structural estimates, and electrical sizing metrics are provided for preliminary estimation only. Always ensure compliance with relevant statutory building codes and occupational safety standards, verified by a certified professional engineer before practical implementation.

Calculation Methodology

Velocity Pressure qz (N/m²) = 0.613 * Kz * Kzt * Kd * V² (where V in m/s). Design Wind Pressure P = qz * G * Cp.

Frequently Asked Questions

Exposure B covers urban/suburban wooded areas with close obstructions; Exposure C is open flat terrain with scattered obstructions; Exposure D is flat, unobstructed coastal water/shoreline.

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