<?xml version="1.0" encoding="UTF-8" standalone="no"?><table-reference xmlns:xt="urn:xpressauthor:trackchanges" graph="None" id="_69d022c3-81a9-431d-918d-44320f3a7032"><num>H1D6a</num><title id="_70ad8f98-70e5-4a84-9fd7-6c625f936867">Effective load width for structural steel bearers and strutting beams—Single spanning rafter or joist</title><table id="_3eb6feed-e9b5-4724-a795-71a793ebd2c7" keycol="1"><tgroup cols="3"><colspec colname="001" colnum="1" colwidth="144.00*"/><colspec colname="002" colnum="2" colwidth="144.00*"/><colspec colname="003" colnum="3" colwidth="144.00*"/><thead><row><entry>Design member</entry><entry>Member 1</entry><entry>Member 2</entry></row></thead><tbody><row><entry>Effective load width </entry><entry>0.5 x Span 1</entry><entry>0.5 x (Span 1 + Span 2)</entry></row></tbody></tgroup></table></table-reference>