<?xml version="1.0" encoding="utf-8" standalone="yes"?>
<rss version="2.0" xmlns:atom="http://www.w3.org/2005/Atom" xmlns:content="http://purl.org/rss/1.0/modules/content/">
  <channel>
    <title>Critical Load on Engineering Tools</title>
    <link>https://eng-tools.dev/tags/critical-load/</link>
    <description>Recent content in Critical Load on Engineering Tools</description>
    <generator>Hugo</generator>
    <language>en</language>
    <lastBuildDate>Tue, 17 Mar 2026 00:00:00 +0000</lastBuildDate>
    <atom:link href="https://eng-tools.dev/tags/critical-load/index.xml" rel="self" type="application/rss+xml" />
    <item>
      <title>Derivation of the Euler Critical Buckling Load Pcr = π²EI/L²</title>
      <link>https://eng-tools.dev/series-b/b2-euler-buckling/</link>
      <pubDate>Tue, 17 Mar 2026 00:00:00 +0000</pubDate>
      <guid>https://eng-tools.dev/series-b/b2-euler-buckling/</guid>
      <description>Step-by-step derivation of the Euler buckling formula from equilibrium on the deflected geometry, boundary conditions, and eigenvalue problem. Pinned-pinned column, all assumptions explicit.</description>
    </item>
  </channel>
</rss>
