<?xml version="1.0" encoding="utf-8"?><mads xmlns="http://www.loc.gov/mads/" xmlns:mods="http://www.loc.gov/mods/v3" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.loc.gov/mads/
mads.xsd"><authority><topic authority="http://AATesaurus.cultura.gencat.cat/aat/getty_en">plastic design</topic></authority><related type="narrower"><topic>plastic hinges</topic></related><related type="narrower"><topic>shape factors</topic></related><related type="broader"><topic>structural analysis concepts</topic></related><variant type="other"><topic>analysis, plastic</topic></variant><variant type="other"><topic>analysis, ultimate-strength</topic></variant><variant type="other"><topic>collapse design</topic></variant><variant type="other"><topic>design, collapse</topic></variant><variant type="other"><topic>design, limit-load</topic></variant><variant type="other"><topic>design, limit-states</topic></variant><variant type="other"><topic>design, plastic</topic></variant><variant type="other"><topic>design, ultimate-load</topic></variant><variant type="other"><topic>design, ultimate-strength</topic></variant><variant type="other"><topic>limit-load design</topic></variant><variant type="other"><topic>limit-states design</topic></variant><variant type="other"><topic>plastic analysis</topic></variant><variant type="other"><topic>ultimate-load design</topic></variant><variant type="other"><topic>ultimate-strength analysis</topic></variant><variant type="other"><topic>ultimate-strength design</topic></variant> <note xml:lang="en"><![CDATA[ Design of a beam that is proportioned to carry at ultimate capacity the design load multiplied by the safety factor. ]]></note></mads>