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Wind load calculator
Preliminary only — Engineering Express / architect worksheet pattern. Axis and multi-bay louvers still need stamped calcs.
- Tributary area
- 140 ft²
- Velocity pressure q
- 33.9 psf
- Estimated horizontal force
- 5688 lb
Compare to bracket pull-out and Beaufort retract rules on your order.
Assumptions & next step
- - ASCE-style quick estimate: q = 0.00256 * V^2 with exposure factor.
- - Force coefficient and local gust effects simplified.
- - Does not include stamped structural review, local code amendments, or anchor pull-out tests.
Related: Architect portal · Awning configurator