Load Generator
Complete wind, snow, and seismic load generation from site location and code selection.
Site location
Building model MWFRS pressures · 3D
Wind results ASCE 7-22 · Ch. 27 / 30
| G (gust factor) | 0.85 | |
| GCpi (±) | 0.18 / -0.18 | |
| Windward wall | 53.0 psf | |
| Leeward wall | -32.0 psf | |
| Side wall | -47.8 psf | |
| Roof 0 to h/2 (Cp -0.90) | -58.2 psf | |
| Roof h/2 to h (Cp -0.90) | -58.2 psf | |
| Roof h to 2h (Cp -0.50) | -37.3 psf | |
| Roof > 2h (Cp -0.30) | -26.8 psf |
ASCE 7-22 wind (Ch. 26/27/30 — 7-22 exposure constants, Kd in the pressure equations, topographic Kzt per Fig 26.8-1, rigid/flexible gust factor per §26.11), snow (Ch. 7 incl. drift, unbalanced, parapet and sliding per §7.6–7.9 with the Eq 7.6-1 W2 formulation), seismic ELF (Ch. 11–12, SDS/SD1 fetched from the USGS 7-22 geodatabase) and load combinations (§2.3/§2.4 with the 7-22 strength-level snow factors). Ground snow pg and W2 are site-specific — obtain them from the ASCE 7 Hazard Tool. Results are preliminary design aids; a licensed P.E. must verify governing combinations, site-specific ground-motion requirements (§11.4.8), drift geometry and irregularity/redundancy provisions before use.