<?xml version="1.0" encoding="UTF-8" standalone="no"?><table-reference xmlns:xt="urn:xpressauthor:trackchanges" graph="None" id="_290fcbe2-4e11-44e0-b624-54a8cf968a4f"><num>H1D6b</num><title id="_85946ac8-5a6f-4b8f-a9d8-5c5c60ee3df2">Effective load width for structural steel bearers and strutting beams—Continuous spanning rafter or joist</title><table id="_30e852d2-49de-475a-99a8-ba842fd8d393" keycol="1"><tgroup cols="4"><colspec colname="001" colnum="1" colwidth="108.00*"/><colspec colname="002" colnum="2" colwidth="108.00*"/><colspec colname="003" colnum="3" colwidth="108.00*"/><colspec colname="004" colnum="4" colwidth="108.00*"/><thead><row><entry>Design Member</entry><entry>Member 1</entry><entry>Member 2</entry><entry>Member 3</entry></row></thead><tbody><row><entry>Effective load width</entry><entry>0.4 x Span 1</entry><entry>0.6 x (Span 1 + Span 2)</entry><entry>0.5 x (Span 2) + Span 3</entry></row></tbody></tgroup></table><desc-note id="_79f95a88-a875-4891-b924-281cb294c92c"><p>The length of Span 3 must not be more than 0.5 x Span 2.</p></desc-note></table-reference>