ASCE 7-22 §29.4 · Rooftop & ground-mount · Launching soon

Solar panel wind loads, done right

Net uplift and design pressures for rooftop and ground-mount solar arrays under ASCE 7-22 §29.4 — GCrn pressure equivalents, tilt, edge factors, parapet effects, and attachment uplift. Launching soon.

ASCE 7-22 §29.4 Early access for the notify list No payment until launch
Rooftop & ground-mountOne tool, both system types
ASCE 7-22 §29.4GCrn pressure equivalents
Edge & corner zonesTilt, parapet & setback effects
Engineering ReportPDF, Excel, CSV, print

Built for the way solar arrays actually load

Panels are not just another roof component. The calculator follows the §29.4 path purpose-built for tilted arrays.

Rooftop solar

Section 29.4 GCrn pressures

Net pressure coefficients for panels on flat and low-slope roofs

Rooftop arrays use the nominal net pressure coefficient method. The tool resolves GCrn from your tilt, chord length, and array geometry into design pressures per panel zone.

  • Tilt angle and panel chord length drive the coefficient
  • Normalized wind area from array footprint and building height
  • Roof edge zones applied so perimeter rows are not under-designed
  • Both load directions — net uplift and net downforce
Edge & parapet

Where the flow accelerates

Corner, edge, and parapet interaction handled explicitly

Corner and edge panels see the highest pressures. Parapet height relative to panel height changes the exposure. The tool factors both so the governing panels surface.

  • Array edge factor for the higher-load perimeter rows
  • Parapet sheltering or acceleration by relative height
  • Setback distance from the roof edge to the first row
  • Zone-by-zone output — interior, edge, and corner panels
Ground & attachment

Racking, ballast & uplift

Ground-mount arrays and the forces that hold panels down

Ground-mount and elevated racking use the applicable open-structure provisions for net pressures across the panel surface. Output resolves to per-attachment and ballast demand.

  • Open-structure net pressures including the exposed rear face
  • Net uplift you can resolve to attachment forces
  • Ballast demand for non-penetrating roof systems
  • Risk Category importance factor for I–IV applied automatically
Rooftop & ground-mount GCrn pressure equivalents Tilt & chord factors Parapet interaction Attachment & ballast uplift Every coefficient cited to §29.4

How it will work

The same guided flow as our live calculators, tuned for solar arrays.

1

Location & wind speed

Automatic design wind speed from the project address. Florida overrides built in.

2

Roof & array geometry

Roof height, parapet, panel tilt, chord, and setback from the edge.

3

§29.4 pressures

GCrn-based net pressures computed per panel zone, both directions.

4

Engineering Report

Permit-ready output with cited coefficients and zone diagrams.

Launching soon

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Who it's for

Solar EPCs & installers

Size racking, attachments, and ballast against the governing wind pressures before you order hardware.

Structural engineers

Run §29.4 array pressures fast, with every GCrn value traced to its ASCE 7-22 section for the permit set.

Racking manufacturers

Verify product allowables against required pressures across tilt angles, roof zones, and exposure categories.

AHJ & plan reviewers

Check submitted solar loads against a clear, cited Engineering Report instead of opaque spreadsheets.

Architects & designers

Confirm array layouts and setbacks early so wind demand does not force a redesign at permit.

General contractors

Catch attachment and ballast issues before the crew is on the roof and the schedule is at risk.

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Frequently asked questions

Which ASCE 7-22 provisions cover solar panel wind loads?

Rooftop solar panels are addressed by ASCE 7-22 Section 29.4, which gives nominal net pressure coefficients (GCrn) for panels on flat and low-slope roofs. Ground-mount arrays use the open-structure and other-structure provisions. The calculator applies the correct path based on your configuration.

How do panel tilt and array position affect the wind load?

Tilt angle, chord length, and distance from a roof edge all change the pressure. Section 29.4 uses array edge factors and normalized wind area to capture corner and edge amplification. Steeper tilts and edge rows see higher uplift, which the tool computes per panel zone.

Does it handle both rooftop and ground-mount systems?

Yes. Rooftop arrays follow Section 29.4 GCrn pressure equivalents. Ground-mount and elevated racking are evaluated with the applicable open-structure provisions for net pressures across the panel surface, including exposed rear faces.

Will it check attachment and ballast uplift?

The output gives net uplift pressures you can resolve to per-attachment forces or required ballast weight. You confirm the spacing and the racking capacity; the calculator supplies the governing design pressures and zone-by-zone demand.

How are parapets and roof edges treated?

Parapet height relative to panel height changes exposure and can shelter or accelerate flow. The tool factors parapet effects and roof edge zones into the GCrn selection so perimeter and corner panels are not under-designed.

What output do I get for a permit submittal?

An Engineering Report with the wind speed, exposure category, roof and panel geometry, GCrn values cited to their ASCE 7-22 section, and zone diagrams. PE sign-and-seal is available nationwide through our licensed engineer network on request.

Is PE sign-and-seal available for solar projects?

Yes. PE sign-and-seal is offered in all 50 states through the firm's network of licensed professional engineers, routed by project location and scope. The software produces the Engineering Report; sealing is a separate professional service.

When does the solar calculator launch?

It is in active development now. Join the notify list and you will be first to know when it goes live, with early access ahead of general release. No payment is taken until the calculator ships.

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