<?xml version="1.0" encoding="UTF-8" standalone="no"?><?Xpress productLine="ncc-clause" ?><clause author="Kieran O'Donnell" dateTime="2021-02-24T14:55:46" id="_018141a1-fe7c-4ed4-88a4-72ad7e3a4d87" outputclass="ncc-clause" type="insert"><meta><facet building="Class 2"/><facet building="Class 3"/><facet building="Class 4"/><facet building="Class 5"/><facet building="Class 6"/><facet building="Class 7a"/><facet building="Class 7b"/><facet building="Class 8"/><facet building="Class 9a"/><facet building="Class 9b"/><facet building="Class 9c"/><facet building="Class 10b"/><facet climate="Climate zone 8"/></meta><sptc>4.2.21</sptc><title id="_78a4d419-1b47-4e3c-9167-a63f1d4c225a">Minimum edge beam dimensions</title><archive-num>2019: 3.2.5.4</archive-num><subclause id="_15d089c3-f315-467f-9eb3-dc732093d596" outputclass="subclause"><title id="_5e50659d-a199-4921-9d99-f2c3e00fc81b">SubClause</title><num>1</num><p>For footing slabs, the width of the edge beam at the base of the rebate must not be less than 200 mm, except that if R10 or N10 ties at 900 mm spacing (or equivalent) are provided to resist vertical forces, the width of the edge beam at the base of the rebate can be reduced to 150 mm.</p></subclause></clause>