{"id":100085,"date":"2026-02-15T20:17:25","date_gmt":"2026-02-15T20:17:25","guid":{"rendered":"https:\/\/vibromera.eu\/?post_type=calculator&#038;p=100085"},"modified":"2026-02-15T20:17:25","modified_gmt":"2026-02-15T20:17:25","slug":"euler-buckling-calculator","status":"publish","type":"calculator","link":"https:\/\/vibromera.eu\/nb\/calculators\/euler-buckling-calculator\/","title":{"rendered":"Euler-knekkingskalkulator | Kritisk belastning og slankhet | Gratis nettverkt\u00f8y"},"content":{"rendered":"\n<script type=\"application\/ld+json\">\n{\"@context\":\"https:\/\/schema.org\",\"@type\":\"WebApplication\",\"name\":\"Euler Buckling Calculator\",\"alternateName\":[\"Column Buckling Calculator\",\"Critical Load Calculator\"],\"description\":\"Free Euler buckling calculator. Pcr = \u03c0\u00b2EI\/(KL)\u00b2. Supports all four standard end conditions.\",\"url\":\"https:\/\/vibromera.eu\/calculators\/euler-buckling-calculator\/\",\"applicationCategory\":\"Engineering Calculator\",\"operatingSystem\":\"Any (Web Browser)\",\"offers\":{\"@type\":\"Offer\",\"price\":\"0\",\"priceCurrency\":\"EUR\"},\"creator\":{\"@type\":\"Organization\",\"name\":\"Vibromera\",\"url\":\"https:\/\/vibromera.eu\/\"},\"datePublished\":\"2024-01-01\",\"dateModified\":\"2025-02-14\",\"inLanguage\":\"en\",\"isAccessibleForFree\":true,\"featureList\":[\"Fixed-Fixed (K=0.5)\",\"Fixed-Pinned (K=0.7)\",\"Pinned-Pinned (K=1.0)\",\"Fixed-Free (K=2.0)\",\"Slenderness ratio\",\"Critical stress\"],\"keywords\":\"euler buckling, critical load, Pcr, column buckling, slenderness ratio, effective length\"}\n<\/script>\n\n<script type=\"application\/ld+json\">\n{\"@context\":\"https:\/\/schema.org\",\"@type\":\"FAQPage\",\"mainEntity\":[\n{\"@type\":\"Question\",\"name\":\"What is Euler buckling?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Euler buckling is the sudden lateral deflection of a slender column under axial compression. The critical load Pcr = \u03c0\u00b2EI\/(KL)\u00b2 is the maximum axial load before buckling occurs. Below Pcr, the column remains straight; at Pcr, it becomes unstable.\"}},\n{\"@type\":\"Question\",\"name\":\"What is the effective length factor K?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"K accounts for end conditions: K=0.5 (both ends fixed), K=0.7 (one fixed, one pinned), K=1.0 (both pinned), K=2.0 (one fixed, one free\/cantilever). Lower K means higher critical load.\"}},\n{\"@type\":\"Question\",\"name\":\"What is the slenderness ratio?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Slenderness ratio \u03bb = KL\/r, where r is the radius of gyration. High \u03bb (>100-120) means the column is slender and Euler's formula applies. For short columns (low \u03bb), inelastic buckling or crushing governs.\"}},\n{\"@type\":\"Question\",\"name\":\"When does Euler's formula not apply?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Euler's formula assumes elastic behavior and applies only when the critical stress \u03c3cr = Pcr\/A is below the yield strength. For short\/intermediate columns where \u03c3cr > \u03c3y, use Johnson's parabola or other inelastic buckling criteria.\"}},\n{\"@type\":\"Question\",\"name\":\"How do I increase a column's buckling capacity?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Increase I (use a shape with more material far from the centroid), increase E (use stiffer material), reduce L (add intermediate bracing), or improve end fixity (lower K). The most effective approach depends on practical constraints.\"}}\n]}\n<\/script>\n\n<script type=\"application\/ld+json\">\n{\"@context\":\"https:\/\/schema.org\",\"@type\":\"BreadcrumbList\",\"itemListElement\":[\n{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\/\/vibromera.eu\/\"},\n{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Calculators\",\"item\":\"https:\/\/vibromera.eu\/calculators\/\"},\n{\"@type\":\"ListItem\",\"position\":3,\"name\":\"Euler Buckling Calculator\",\"item\":\"https:\/\/vibromera.eu\/calculators\/euler-buckling-calculator\/\"}\n]}\n<\/script>\n\n<link rel=\"preconnect\" href=\"https:\/\/fonts.googleapis.com\">\n\n<link rel=\"preconnect\" href=\"https:\/\/fonts.gstatic.com\" crossorigin>\n\n<link 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svg{width:100%;height:auto;display:block}.vc-viz-title{font-family:var(--vc-mono);font-size:11px;font-weight:500;letter-spacing:0.1em;text-transform:uppercase;color:var(--vc-ink-muted);margin-bottom:12px}\n<\/style>\n\n<div class=\"vc-calculator\" id=\"vc-euler-buckling\">\n<header class=\"vc-header\">\n    <p class=\"vc-header-eyebrow\">Free Engineering Tool<\/p>\n    <h1 class=\"vc-header-title\">Euler Buckling Calculator<\/h1>\n    <p class=\"vc-header-subtitle\">Calculate the critical buckling load, critical stress, and slenderness ratio for columns using Euler&#8217;s formula P<sub>cr<\/sub> = \u03c0\u00b2EI\/(KL)\u00b2.<\/p>\n    <div class=\"vc-badges\"><span class=\"vc-badge\">Pcr = \u03c0\u00b2EI\/(KL)\u00b2<\/span><span class=\"vc-badge\">K = 0.5\u20132.0<\/span><span class=\"vc-badge\">#168<\/span><\/div>\n<\/header>\n\n<div class=\"vc-card\">\n    <form class=\"vc-form\" id=\"vc-form\" autocomplete=\"off\">\n        <div class=\"vc-form-grid\">\n            <div class=\"vc-field\">\n                <label class=\"vc-label\" for=\"vc-E\">Elastic Modulus E <span class=\"vc-label-hint\">(GPa)<\/span><\/label>\n                <input class=\"vc-input\" type=\"number\" id=\"vc-E\" inputmode=\"decimal\" step=\"any\" min=\"0\" placeholder=\"e.g. 200\" value=\"200\">\n            <\/div>\n            <div class=\"vc-field\">\n                <label class=\"vc-label\" for=\"vc-I\">Moment of Inertia I <span class=\"vc-label-hint\">(cm\u2074)<\/span><\/label>\n                <input class=\"vc-input\" type=\"number\" id=\"vc-I\" inputmode=\"decimal\" step=\"any\" min=\"0\" placeholder=\"e.g. 8356\" value=\"8356\">\n            <\/div>\n            <div class=\"vc-field\">\n                <label class=\"vc-label\" for=\"vc-A\">Cross-Section Area A <span class=\"vc-label-hint\">(cm\u00b2)<\/span><\/label>\n                <input class=\"vc-input\" type=\"number\" id=\"vc-A\" inputmode=\"decimal\" step=\"any\" min=\"0\" placeholder=\"e.g. 53.8\" value=\"53.8\">\n            <\/div>\n            <div class=\"vc-field\">\n                <label class=\"vc-label\" for=\"vc-L\">Column Length L <span class=\"vc-label-hint\">(m)<\/span><\/label>\n                <input class=\"vc-input\" type=\"number\" id=\"vc-L\" inputmode=\"decimal\" step=\"any\" min=\"0\" placeholder=\"e.g. 4\" value=\"4\">\n            <\/div>\n            <div class=\"vc-field\">\n                <label class=\"vc-label\" for=\"vc-K\">End Condition (K factor)<\/label>\n                <select class=\"vc-select\" id=\"vc-K\">\n                    <option value=\"0.5\">Fixed\u2013Fixed (K = 0.5)<\/option>\n                    <option value=\"0.7\">Fixed\u2013Pinned (K = 0.7)<\/option>\n                    <option value=\"1.0\" selected>Pinned\u2013Pinned (K = 1.0)<\/option>\n                    <option value=\"2.0\">Fixed\u2013Free \/ Cantilever (K = 2.0)<\/option>\n                <\/select>\n            <\/div>\n        <\/div>\n        <div class=\"vc-presets\">\n            <div class=\"vc-presets-label\">Quick presets<\/div>\n            <button type=\"button\" class=\"vc-preset-btn\" data-E=\"200\" data-I=\"8356\" data-A=\"53.8\" data-L=\"4\" data-K=\"1.0\">IPE 300 \/ 4m \/ pinned<\/button>\n            <button type=\"button\" class=\"vc-preset-btn\" data-E=\"200\" data-I=\"3892\" data-A=\"39.1\" data-L=\"3\" data-K=\"0.7\">IPE 250 \/ 3m \/ fix-pin<\/button>\n            <button type=\"button\" class=\"vc-preset-btn\" data-E=\"70\" data-I=\"491\" data-A=\"28.5\" data-L=\"2\" data-K=\"2.0\">Al tube \u2205100 \/ 2m \/ cant<\/button>\n            <button type=\"button\" class=\"vc-preset-btn\" data-E=\"200\" data-I=\"604\" data-A=\"21.2\" data-L=\"5\" data-K=\"1.0\">HEA 140 \/ 5m \/ pinned<\/button>\n        <\/div>\n    <\/form>\n    <div class=\"vc-results\" id=\"vc-results\">\n        <div class=\"vc-results-head\"><h2 class=\"vc-results-title\">Results<\/h2><button type=\"button\" class=\"vc-copy-btn\" id=\"vc-copy-btn\"><svg width=\"14\" height=\"14\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2\"><rect x=\"9\" y=\"9\" width=\"13\" height=\"13\" rx=\"2\"\/><path d=\"M5 15H4a2 2 0 01-2-2V4a2 2 0 012-2h9a2 2 0 012 2v1\"\/><\/svg> Copy<\/button><\/div>\n        <div class=\"vc-result-grid\">\n            <div class=\"vc-rcard vc-rcard-primary\"><div class=\"vc-rcard-label\">Critical Buckling Load Pcr<\/div><div class=\"vc-rcard-value\" id=\"vc-r-Pcr\">\u2014<\/div><\/div>\n            <div class=\"vc-rcard\"><div class=\"vc-rcard-label\">Critical Stress \u03c3cr<\/div><div class=\"vc-rcard-value\" id=\"vc-r-scr\">\u2014<\/div><\/div>\n            <div class=\"vc-rcard\"><div class=\"vc-rcard-label\">Slenderness Ratio \u03bb<\/div><div class=\"vc-rcard-value\" id=\"vc-r-lambda\">\u2014<\/div><\/div>\n            <div class=\"vc-rcard\"><div class=\"vc-rcard-label\">Effective Length KL<\/div><div class=\"vc-rcard-value\" id=\"vc-r-KL\">\u2014<\/div><\/div>\n            <div class=\"vc-rcard\"><div class=\"vc-rcard-label\">Radius of Gyration r<\/div><div class=\"vc-rcard-value\" id=\"vc-r-r\">\u2014<\/div><\/div>\n        <\/div>\n        <div class=\"vc-viz\" id=\"vc-viz\" style=\"max-width:280px;margin:0 auto\"><div class=\"vc-viz-title\">Column Buckling Visualization<\/div><div id=\"vc-viz-svg\"><\/div><\/div>\n    <\/div>\n<\/div>\n\n<div class=\"vc-section vc-open\" id=\"vc-sec-theory\">\n    <button type=\"button\" class=\"vc-section-toggle\" aria-expanded=\"true\"><span class=\"vc-section-toggle-text\"><span class=\"vc-section-icon\">\ud83d\udcd8<\/span><span class=\"vc-section-title\">Theory &amp; Formulas<\/span><\/span><svg class=\"vc-section-chevron\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2\"><path d=\"M6 9l6 6 6-6\"\/><\/svg><\/button>\n    <div class=\"vc-section-body\"><div class=\"vc-section-inner vc-theory\">\n        <h3>Euler&#8217;s Buckling Formula<\/h3>\n        <div class=\"vc-formula-box\" id=\"vc-katex-1\"><\/div>\n        <div class=\"vc-formula-box\" id=\"vc-katex-2\"><\/div>\n        <h3>Effective Length Factors<\/h3>\n        <table class=\"vc-table\">\n            <thead><tr><th>End Condition<\/th><th>K<\/th><th>KL (effective)<\/th><\/tr><\/thead>\n            <tbody>\n                <tr><td>Both ends fixed<\/td><td>0.5<\/td><td>0.5L<\/td><\/tr>\n                <tr><td>Fixed\u2013Pinned<\/td><td>0.7<\/td><td>0.7L<\/td><\/tr>\n                <tr><td>Both ends pinned<\/td><td>1.0<\/td><td>L<\/td><\/tr>\n                <tr><td>Fixed\u2013Free (cantilever)<\/td><td>2.0<\/td><td>2L<\/td><\/tr>\n            <\/tbody>\n        <\/table>\n        <div class=\"vc-warning-box\"><p style=\"margin:0;font-size:14px;color:var(--vc-ink-secondary);\"><strong>\u26a0\ufe0f Note:<\/strong> Euler&#8217;s formula applies only for elastic buckling (\u03c3_cr < \u03c3_y). For intermediate columns, use Johnson's parabola or Eurocode\/AISC column curves.<\/p><\/div>\n    <\/div><\/div>\n<\/div>\n\n<div class=\"vc-section\" id=\"vc-sec-related\">\n    <button type=\"button\" class=\"vc-section-toggle\" aria-expanded=\"false\"><span class=\"vc-section-toggle-text\"><span class=\"vc-section-icon\">\ud83d\udd17<\/span><span class=\"vc-section-title\">Related Calculators<\/span><\/span><svg class=\"vc-section-chevron\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2\"><path d=\"M6 9l6 6 6-6\"\/><\/svg><\/button>\n    <div class=\"vc-section-body\"><div class=\"vc-section-inner\"><div class=\"vc-related\">\n        <a class=\"vc-related-link\" href=\"\/calculators\/section-moment-of-inertia\/\">Section Properties<\/a>\n        <a class=\"vc-related-link\" href=\"\/calculators\/safety-factor-calculator\/\">Safety Factor<\/a>\n        <a class=\"vc-related-link\" href=\"\/calculators\/stress-calculator\/\">Stress Calculator<\/a>\n        <a class=\"vc-related-link\" href=\"\/calculators\/beam-bending-calculator\/\">Beam Bending<\/a>\n    <\/div><\/div><\/div>\n<\/div>\n\n<div class=\"vc-section\" id=\"vc-sec-faq\">\n    <button type=\"button\" class=\"vc-section-toggle\" aria-expanded=\"false\"><span class=\"vc-section-toggle-text\"><span class=\"vc-section-icon\">\u2753<\/span><span class=\"vc-section-title\">Frequently Asked Questions<\/span><\/span><svg class=\"vc-section-chevron\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2\"><path d=\"M6 9l6 6 6-6\"\/><\/svg><\/button>\n    <div class=\"vc-section-body\"><div class=\"vc-section-inner\"><div class=\"vc-faq-list\" id=\"vc-faq-list\"><\/div><\/div><\/div>\n<\/div>\n\n<div class=\"vc-promo\"><div class=\"vc-promo-text\"><strong>Vibromera \u2014 Portable Balancing &amp; Vibration Analysis<\/strong><br>Professional field balancing instruments and software. Used in 50+ countries.<\/div><a class=\"vc-promo-link\" href=\"https:\/\/vibromera.eu\/\" target=\"_blank\" rel=\"noopener\">Learn More<\/a><\/div>\n<footer class=\"vc-footer\"><p>\u00a9 2024\u20132025 <a href=\"https:\/\/vibromera.eu\/\">Vibromera<\/a> \u2014 Engineering Calculators<\/p><p style=\"font-size:12px;margin-top:4px;\">Euler column buckling formula. Last updated: February 2025<\/p><div class=\"vc-footer-links\"><a href=\"\/calculators\/engineering-calculators\/\">All Calculators<\/a><a href=\"https:\/\/vibromera.eu\/contacts\/\">Contact<\/a><\/div><\/footer>\n<\/div>\n\n<script src=\"https:\/\/cdn.jsdelivr.net\/npm\/katex@0.16.11\/dist\/katex.min.js\"><\/script>\n<script>\n(function(){\n'use strict';\nvar SLUG='euler-buckling-calculator';\nfunction $(id){return document.getElementById(id)}\nfunction fmt(n,d){if(isNaN(n)||!isFinite(n))return'\u2014';var f=n.toFixed(d===undefined?2:d);return f.replace(\/(\\.\\d*?)0+$\/,'$1').replace(\/\\.$\/,'')}\n\nfunction drawBucklingViz(K,L,PcrKN,lambda){\n    var el=$('vc-viz-svg');if(!el)return;\n    var W=300,H=500,cx=80,ct=50,cb=320,ch=cb-ct;\n    var kv=parseFloat(K);\n    var o='<svg viewBox=\"0 0 300 500\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\">';\n    o+='<defs><marker id=\"arr\" markerWidth=\"8\" markerHeight=\"6\" refX=\"8\" refY=\"3\" orient=\"auto\"><polygon points=\"0 0,8 3,0 6\" 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$('vc-r-lambda').innerHTML=fmt(lambda,1);\n    $('vc-r-KL').innerHTML=fmt(KL,3)+' <span class=\"vc-rcard-unit\">m<\/span>';\n    $('vc-r-r').innerHTML=fmt(r*1e3,2)+' <span class=\"vc-rcard-unit\">mm<\/span>';\n    $('vc-results').classList.add('vc-visible');\n    drawBucklingViz(K,L,Pcr\/1e3,lambda);\n\n    saveHistory({E:E,I:Iv,A:Av,L:L,K:K,Pcr:Pcr\/1e3,_summary:'Pcr='+fmt(Pcr\/1e3,0)+'kN, \u03bb='+fmt(lambda,0)});\n}\n\ndocument.querySelectorAll('.vc-preset-btn').forEach(function(btn){btn.addEventListener('click',function(e){e.preventDefault();\n    $('vc-E').value=this.getAttribute('data-E');$('vc-I').value=this.getAttribute('data-I');$('vc-A').value=this.getAttribute('data-A');$('vc-L').value=this.getAttribute('data-L');$('vc-K').value=this.getAttribute('data-K');calculate();\n})});\n\n$('vc-form').addEventListener('input',calculate);$('vc-form').addEventListener('change',calculate);\n\n$('vc-copy-btn').addEventListener('click',function(){\n    var text='Euler Buckling\\n\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\\nPcr: '+$('vc-r-Pcr').textContent+'\\n\u03c3cr: '+$('vc-r-scr').textContent+'\\n\u03bb: '+$('vc-r-lambda').textContent+'\\nKL: '+$('vc-r-KL').textContent+'\\n\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\u2501\\nvibromera.eu';\n    if(navigator.clipboard){navigator.clipboard.writeText(text).then(function(){var b=$('vc-copy-btn');b.classList.add('vc-copied');b.innerHTML='<svg width=\"14\" height=\"14\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2\"><polyline points=\"20 6 9 17 4 12\"\/><\/svg> Copied!';setTimeout(function(){b.classList.remove('vc-copied');b.innerHTML='<svg width=\"14\" height=\"14\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2\"><rect x=\"9\" y=\"9\" width=\"13\" height=\"13\" rx=\"2\"\/><path d=\"M5 15H4a2 2 0 01-2-2V4a2 2 0 012-2h9a2 2 0 012 2v1\"\/><\/svg> Copy';},2000)})}\n});\n\ndocument.querySelectorAll('.vc-section-toggle').forEach(function(btn){btn.addEventListener('click',function(){var s=this.closest('.vc-section');s.classList.toggle('vc-open');this.setAttribute('aria-expanded',s.classList.contains('vc-open'))})});\n\nvar faqData=[\n    {q:'What is Euler buckling?',a:'<p>Euler buckling is the sudden lateral deflection of a slender column under axial compression. Pcr = \u03c0\u00b2EI\/(KL)\u00b2 is the maximum load before buckling. Below Pcr the column stays straight; at Pcr it becomes unstable.<\/p>'},\n    {q:'What is the effective length factor K?',a:'<p>K accounts for end restraints: K=0.5 (both fixed), K=0.7 (fixed-pinned), K=1.0 (both pinned), K=2.0 (fixed-free\/cantilever). Lower K = higher critical load.<\/p>'},\n    {q:'What is slenderness ratio?',a:'<p>\u03bb = KL\/r where r = \u221a(I\/A). High \u03bb (>100) means the column is slender \u2014 Euler applies. Short columns (low \u03bb) fail by yielding, not buckling.<\/p>'},\n    {q:'When does Euler\\'s formula not apply?',a:'<p>When \u03c3_cr > \u03c3_yield. For intermediate columns, use Johnson\\'s parabola or code-based column curves (Eurocode, AISC).<\/p>'},\n    {q:'How to increase buckling capacity?',a:'<p>Increase I (better cross-section shape), increase E (stiffer material), reduce L (add bracing), or improve end fixity (reduce K).<\/p>'}\n];\nvar fl=$('vc-faq-list');faqData.forEach(function(f){fl.innerHTML+='<div class=\"vc-faq-item\"><button type=\"button\" class=\"vc-faq-q\"><span>'+f.q+'<\/span><svg class=\"vc-faq-chevron\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"currentColor\" stroke-width=\"2\"><path d=\"M6 9l6 6 6-6\"\/><\/svg><\/button><div class=\"vc-faq-a\"><div class=\"vc-faq-a-inner\">'+f.a+'<\/div><\/div><\/div>'});\nfl.addEventListener('click',function(e){var b=e.target.closest('.vc-faq-q');if(!b)return;b.closest('.vc-faq-item').classList.toggle('vc-open')});\n\nfunction saveHistory(entry){var key='vc_history_'+SLUG;var arr=[];try{arr=JSON.parse(localStorage.getItem(key))||[]}catch(e){}entry._ts=new Date().toISOString();arr.unshift(entry);if(arr.length>10)arr=arr.slice(0,10);try{localStorage.setItem(key,JSON.stringify(arr))}catch(e){}}\n\nfunction renderFormulas(){try{\n    katex.render('P_{cr}=\\\\frac{\\\\pi^2 E I}{(KL)^2}',$('vc-katex-1'),{displayMode:true,throwOnError:false});\n    katex.render('\\\\sigma_{cr}=\\\\frac{P_{cr}}{A}=\\\\frac{\\\\pi^2 E}{\\\\lambda^2},\\\\quad \\\\lambda=\\\\frac{KL}{r},\\\\quad r=\\\\sqrt{\\\\frac{I}{A}}',$('vc-katex-2'),{displayMode:true,throwOnError:false});\n}catch(e){}}\n\nfunction init(){renderFormulas();calculate()}\nif(document.readyState==='loading'){document.addEventListener('DOMContentLoaded',init)}else{init()}\n})();\n<\/script>\n","protected":false},"excerpt":{"rendered":"<p>Gratis Euler-knekkingskalkulator p\u00e5 nett. Pcr = \u03c0\u00b2EI\/(KL)\u00b2. Skriv inn elastisitetsmodul, treghetsmoment, lengde og endetilstander. Kritisk last, spenning, slankhetsforhold.<\/p>","protected":false},"featured_media":0,"template":"","meta":{"ai_generated_summary":"","footnotes":""},"categories":[],"tags":[],"class_list":["post-100085","calculator","type-calculator","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/vibromera.eu\/nb\/wp-json\/wp\/v2\/calculator\/100085","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/vibromera.eu\/nb\/wp-json\/wp\/v2\/calculator"}],"about":[{"href":"https:\/\/vibromera.eu\/nb\/wp-json\/wp\/v2\/types\/calculator"}],"version-history":[{"count":1,"href":"https:\/\/vibromera.eu\/nb\/wp-json\/wp\/v2\/calculator\/100085\/revisions"}],"predecessor-version":[{"id":100418,"href":"https:\/\/vibromera.eu\/nb\/wp-json\/wp\/v2\/calculator\/100085\/revisions\/100418"}],"wp:attachment":[{"href":"https:\/\/vibromera.eu\/nb\/wp-json\/wp\/v2\/media?parent=100085"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/vibromera.eu\/nb\/wp-json\/wp\/v2\/categories?post=100085"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/vibromera.eu\/nb\/wp-json\/wp\/v2\/tags?post=100085"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}