{"id":678,"date":"2026-07-26T20:57:09","date_gmt":"2026-07-26T12:57:09","guid":{"rendered":"https:\/\/luminvolt.com\/"},"modified":"2026-07-26T20:57:09","modified_gmt":"2026-07-26T12:57:09","slug":"solar-panel-wind-snow-load-calculator","status":"publish","type":"page","link":"https:\/\/luminvolt.com\/fr\/solar-panel-wind-snow-load-calculator\/","title":{"rendered":"Calculateur de Charge Solaire, Vent et Neige"},"content":{"rendered":"\n<p class=\"wp-block-paragraph\">Estimate the combined wind and snow design load on ground-mounted solar panels in seconds. Enter your site&#8217;s basic wind speed, ground snow load, and panel tilt \u2014 the calculator applies a slope-reduced snow load, an open-frame wind force coefficient, and a research-backed wind&ndash;snow combination factor (\u03c8) to report the governing load case and per-module forces.<\/p>\n\n\n\n<div class=\"wsl-calc\">\n<style>\n.wsl-calc{--c-ink:#102338;--c-sub:#4e6173;--c-line:#d8e0e7;--c-accent:#0f4c81;--c-bg:#f0f4f8;font-family:-apple-system,BlinkMacSystemFont,\"Segoe UI\",Roboto,Helvetica,Arial,sans-serif;color:var(--c-ink);line-height:1.6}\n.wsl-grid{display:grid;grid-template-columns:1fr 1fr;gap:32px;margin:32px 0}\n@media(max-width:768px){.wsl-grid{grid-template-columns:1fr}}\n.wsl-panel{border:1px solid var(--c-line);border-radius:10px;padding:28px;background:#fff}\n.wsl-panel h3{margin:0 0 20px;font-size:1.15rem;color:var(--c-ink)}\n.wsl-field{margin-bottom:16px}\n.wsl-field label{display:block;font-size:.9rem;font-weight:600;margin-bottom:4px}\n.wsl-field .wsl-hint{font-weight:400;color:var(--c-sub);font-size:.8rem}\n.wsl-field input,.wsl-field select{width:100%;padding:10px 12px;border:1px solid var(--c-line);border-radius:6px;font-size:1rem;box-sizing:border-box}\n.wsl-field input:focus{outline:2px solid var(--c-accent);border-color:var(--c-accent)}\n.wsl-res{background:linear-gradient(135deg,var(--c-bg) 0%,#fff 100%)}\n.wsl-cards{display:grid;grid-template-columns:1fr 1fr;gap:12px;margin-bottom:20px}\n.wsl-card{border:1px solid var(--c-line);border-radius:8px;padding:14px;background:#fff}\n.wsl-card .wsl-k{font-size:.78rem;color:var(--c-sub);text-transform:uppercase;letter-spacing:.04em}\n.wsl-card .wsl-v{font-size:1.45rem;font-weight:700;color:var(--c-accent)}\n.wsl-card .wsl-u{font-size:.85rem;color:var(--c-sub);font-weight:400}\n.wsl-card.wsl-gov{grid-column:1\/-1;background:var(--c-accent)}\n.wsl-card.wsl-gov .wsl-k,.wsl-card.wsl-gov .wsl-u{color:#cfe0ef}\n.wsl-card.wsl-gov .wsl-v{color:#fff;font-size:1.9rem}\n.wsl-bars{margin-top:8px}\n.wsl-bar-row{margin-bottom:12px}\n.wsl-bar-label{display:flex;justify-content:space-between;font-size:.85rem;margin-bottom:4px}\n.wsl-bar-track{background:var(--c-bg);border-radius:4px;height:14px;overflow:hidden}\n.wsl-bar-fill{height:100%;border-radius:4px;background:var(--c-accent);transition:width .4s ease}\n.wsl-bar-fill.wsl-dim{background:#8fb0cc}\n.wsl-note{font-size:.85rem;color:var(--c-sub);border-left:3px solid var(--c-line);padding:8px 14px;margin-top:20px}\n<\/style>\n\n<div class=\"wsl-grid\">\n  <div class=\"wsl-panel\">\n    <h3>Site &amp; Array Parameters<\/h3>\n    <div class=\"wsl-field\">\n      <label>Basic wind speed V <span class=\"wsl-hint\">(3-second gust, m\/s)<\/span><\/label>\n      <input type=\"number\" id=\"wsl-v\" value=\"30\" min=\"10\" max=\"80\" step=\"0.5\">\n    <\/div>\n    <div class=\"wsl-field\">\n      <label>Ground snow load S<sub>g<\/sub> <span class=\"wsl-hint\">(kPa)<\/span><\/label>\n      <input type=\"number\" id=\"wsl-sg\" value=\"1.0\" min=\"0\" max=\"10\" step=\"0.05\">\n    <\/div>\n    <div class=\"wsl-field\">\n      <label>Panel tilt angle \u03b8 <span class=\"wsl-hint\">(degrees from horizontal)<\/span><\/label>\n      <input type=\"number\" id=\"wsl-tilt\" value=\"25\" min=\"0\" max=\"60\" step=\"1\">\n    <\/div>\n    <div class=\"wsl-field\">\n      <label>Module area <span class=\"wsl-hint\">(m\u00b2 per panel, e.g. 2.58 for a 620 W module)<\/span><\/label>\n      <input type=\"number\" id=\"wsl-area\" value=\"2.58\" min=\"1\" max=\"4\" step=\"0.01\">\n    <\/div>\n    <div class=\"wsl-field\">\n      <label>Net force coefficient C<sub>f<\/sub> <span class=\"wsl-hint\">(open-frame ground mount, typical 1.2\u20131.5)<\/span><\/label>\n      <input type=\"number\" id=\"wsl-cf\" value=\"1.3\" min=\"0.8\" max=\"2.5\" step=\"0.05\">\n    <\/div>\n    <div class=\"wsl-field\">\n      <label>Wind\u2013snow combination factor \u03c8 <span class=\"wsl-hint\">(study range 0.55\u20130.85, median \u2248 0.7)<\/span><\/label>\n      <input type=\"number\" id=\"wsl-psi\" value=\"0.70\" min=\"0.4\" max=\"1\" step=\"0.05\">\n    <\/div>\n  <\/div>\n\n  <div class=\"wsl-panel wsl-res\">\n    <h3>Design Loads<\/h3>\n    <div class=\"wsl-cards\">\n      <div class=\"wsl-card\"><div class=\"wsl-k\">Wind pressure on panel<\/div><div class=\"wsl-v\" id=\"wsl-out-w\">\u2013<\/div><div class=\"wsl-u\">kPa<\/div><\/div>\n      <div class=\"wsl-card\"><div class=\"wsl-k\">Snow load on panel<\/div><div class=\"wsl-v\" id=\"wsl-out-s\">\u2013<\/div><div class=\"wsl-u\">kPa (slope-reduced)<\/div><\/div>\n      <div class=\"wsl-card\"><div class=\"wsl-k\">Combo A: W + \u03c8\u00b7S<\/div><div class=\"wsl-v\" id=\"wsl-out-a\">\u2013<\/div><div class=\"wsl-u\">kPa<\/div><\/div>\n      <div class=\"wsl-card\"><div class=\"wsl-k\">Combo B: \u03c8\u00b7W + S<\/div><div class=\"wsl-v\" id=\"wsl-out-b\">\u2013<\/div><div class=\"wsl-u\">kPa<\/div><\/div>\n      <div class=\"wsl-card wsl-gov\"><div class=\"wsl-k\">Governing combined load \u00b7 <span id=\"wsl-out-gov-name\">\u2013<\/span><\/div><div class=\"wsl-v\" id=\"wsl-out-gov\">\u2013<\/div><div class=\"wsl-u\">kPa &nbsp;\u00b7&nbsp; <span id=\"wsl-out-force\">\u2013<\/span> kN per module (downward) &nbsp;\u00b7&nbsp; uplift <span id=\"wsl-out-uplift\">\u2013<\/span> kN<\/div><\/div>\n    <\/div>\n    <div class=\"wsl-bars\">\n      <div class=\"wsl-bar-row\"><div class=\"wsl-bar-label\"><span>Wind alone<\/span><span id=\"wsl-bl-w\">\u2013<\/span><\/div><div class=\"wsl-bar-track\"><div class=\"wsl-bar-fill wsl-dim\" id=\"wsl-bar-w\"><\/div><\/div><\/div>\n      <div class=\"wsl-bar-row\"><div class=\"wsl-bar-label\"><span>Snow alone<\/span><span id=\"wsl-bl-s\">\u2013<\/span><\/div><div class=\"wsl-bar-track\"><div class=\"wsl-bar-fill wsl-dim\" id=\"wsl-bar-s\"><\/div><\/div><\/div>\n      <div class=\"wsl-bar-row\"><div class=\"wsl-bar-label\"><span>Governing combination<\/span><span id=\"wsl-bl-g\">\u2013<\/span><\/div><div class=\"wsl-bar-track\"><div class=\"wsl-bar-fill\" id=\"wsl-bar-g\"><\/div><\/div><\/div>\n    <\/div>\n    <div class=\"wsl-note\">Service-level loads for preliminary racking selection. Apply your code&#8217;s load factors, exposure\/height\/topography coefficients, and importance factor for final design.<\/div>\n  <\/div>\n<\/div>\n\n<script>\n(function(){\n  var ids=[\"wsl-v\",\"wsl-sg\",\"wsl-tilt\",\"wsl-area\",\"wsl-cf\",\"wsl-psi\"];\n  function num(id){return parseFloat(document.getElementById(id).value)||0}\n  function fmt(x,d){return x.toFixed(d===undefined?2:d)}\n  function calc(){\n    var V=num(\"wsl-v\"),Sg=num(\"wsl-sg\"),t=num(\"wsl-tilt\"),A=num(\"wsl-area\"),Cf=num(\"wsl-cf\"),psi=num(\"wsl-psi\");\n    var qw=0.613*V*V\/1000;          \/\/ velocity pressure, kPa\n    var W=qw*Cf;                    \/\/ net wind pressure on panel\n    var Cs=t<=30?1:(t>=70?0:(70-t)\/40);  \/\/ slope factor\n    var S=Sg*Cs*Math.cos(t*Math.PI\/180); \/\/ snow on panel surface\n    var cA=W+psi*S, cB=psi*W+S;\n    var gov=Math.max(cA,cB), name=cA>=cB?\"Combo A (wind-dominant)\":\"Combo B (snow-dominant)\";\n    document.getElementById(\"wsl-out-w\").textContent=fmt(W);\n    document.getElementById(\"wsl-out-s\").textContent=fmt(S);\n    document.getElementById(\"wsl-out-a\").textContent=fmt(cA);\n    document.getElementById(\"wsl-out-b\").textContent=fmt(cB);\n    document.getElementById(\"wsl-out-gov\").textContent=fmt(gov);\n    document.getElementById(\"wsl-out-gov-name\").textContent=name;\n    document.getElementById(\"wsl-out-force\").textContent=fmt(gov*A);\n    document.getElementById(\"wsl-out-uplift\").textContent=fmt(W*A);\n    var mx=Math.max(gov,W,S,0.001);\n    document.getElementById(\"wsl-bar-w\").style.width=(W\/mx*100)+\"%\";\n    document.getElementById(\"wsl-bar-s\").style.width=(S\/mx*100)+\"%\";\n    document.getElementById(\"wsl-bar-g\").style.width=(gov\/mx*100)+\"%\";\n    document.getElementById(\"wsl-bl-w\").textContent=fmt(W)+\" kPa\";\n    document.getElementById(\"wsl-bl-s\").textContent=fmt(S)+\" kPa\";\n    document.getElementById(\"wsl-bl-g\").textContent=fmt(gov)+\" kPa\";\n  }\n  ids.forEach(function(id){document.getElementById(id).addEventListener(\"input\",calc)});\n  calc();\n})();\n<\/script>\n<\/div>\n\n\n\n<h2 class=\"wp-block-heading\">How This Calculator Works<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">The calculator estimates the combined wind and snow load acting on a tilted PV panel in three steps:<\/p>\n\n\n\n<ol class=\"wp-block-list\">\n<li><strong>Wind pressure:<\/strong> velocity pressure is computed from the basic wind speed (q = 0.613\u00b7V\u00b2, in Pa) and multiplied by a net force coefficient C<sub>f<\/sub> typical for open-frame ground-mounted arrays.<\/li>\n\n\n\n<li><strong>Snow load:<\/strong> the ground snow load S<sub>g<\/sub> is reduced by a slope factor (full snow retention up to 30\u00b0 tilt, linearly decreasing to zero at 70\u00b0) and projected onto the panel surface.<\/li>\n\n\n\n<li><strong>Load combination:<\/strong> because design-level wind and design-level snow rarely occur simultaneously, each combination applies the full value of one action and a reduced value (\u03c8) of the other. The governing case is reported.<\/li>\n<\/ol>\n\n\n\n<h2 class=\"wp-block-heading\">Where the \u03c8 Factor Comes From<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">The default combination factor \u03c8 = 0.70 is based on a joint wind\u2013snow hazard study of multi-decade meteorological records from stations across China, which paired daily maximum wind speeds with snowpack events and evaluated the structural response of a 100&nbsp;m PV support array. Across four different data-pairing methods, the derived combination factors for column axial force and main-beam bending moment ranged from roughly <strong>0.55 to 0.85, with medians near 0.65\u20130.70<\/strong>. Read the full methodology in our article on <a href=\"https:\/\/luminvolt.com\/determining-wind-snow-load-combination-factors-for-pv-panels\/\">determining wind and snow load combination factors for PV panels<\/a>.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Frequently Asked Questions<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">Is this calculator a substitute for structural design?<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">No. It provides service-level estimates for preliminary racking selection and feasibility checks. Final design must apply the load factors, exposure and height coefficients, topographic effects, and importance factors of your governing code (ASCE 7, EN 1991, GB 50009, AS\/NZS 1170, etc.) and be verified by a licensed structural engineer.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Why not simply add full wind and full snow loads?<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Because peak wind and peak snow are statistically unlikely to coincide. Adding both full values can overestimate the combined load by 30% or more, driving up steel and foundation costs. Codes handle this with combination factors \u2014 the \u03c8 in this tool.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">What racking should I use for high wind or snow regions?<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">For heavy-load sites, Luminvolt&#8217;s <a href=\"https:\/\/luminvolt.com\/professional-ground-mounting-system\/\">utility-grade ground mount systems<\/a> support reinforced pile foundations and higher rail sections, and our <a href=\"https:\/\/luminvolt.com\/professional-roof-pv-mounting-system\/\">roof mounting systems<\/a> include ballast and wind-deflector options engineered for exposed flat roofs. <a href=\"https:\/\/luminvolt.com\/contact\/\">Contact our engineering team<\/a> with your site parameters for a load-verified configuration.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Estimez la charge combin\u00e9e vent-neige de conception sur les panneaux solaires mont\u00e9s au sol en secondes. Saisissez la vitesse du vent de base de votre site, la charge de neige au sol et l'inclinaison du panneau \u2014 le calculateur applique une charge de neige r\u00e9duite par pente, un coefficient de force de vent pour cadre ouvert et un facteur de combinaison vent-neige bas\u00e9 sur des recherches (\u03c8) pour rapporter le cas de charge r\u00e9gissant et les forces par module. \u2026 <a title=\"Calculateur de Charge de Vent et de Neige pour les Panneaux Solaires\" class=\"read-more\" href=\"https:\/\/luminvolt.com\/fr\/solar-panel-wind-snow-load-calculator\/\" aria-label=\"En savoir plus sur le Calculateur de Charge Solaire, Vent et Neige\">En savoir plus<\/a><\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_yoast_wpseo_focuskw":"solar panel wind snow load calculator","_yoast_wpseo_title":"Solar Panel Wind & Snow Load Calculator | Luminvolt","_yoast_wpseo_metadesc":"Free wind and snow load calculator for solar panels: combined design pressure, governing load case, and per-module forces with research-based \u03c8 factors.","footnotes":""},"class_list":["post-678","page","type-page","status-publish"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v26.3 (Yoast SEO v28.1) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ -->\n<title>Solar Panel Wind &amp; 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