<?xml version="1.0" encoding="UTF-8" standalone="no"?><?Xpress productLine="ncc-clause" ?><clause xmlns:xt="urn:xpressauthor:trackchanges" id="_ee11a153-c3ed-4b60-8fc3-717c684b9c31" outputclass="ncc-clause"><meta><facet building="Class 1a"/><facet building="Class 1b"/><facet building="Class 10a"/><facet building="Class 10b"/><facet building="Class 10c"/></meta><sptc>B1D2</sptc><title id="_d555aba6-db8e-4ec7-8b01-77db77d95917">Resistance to actions</title><archive-num>2019: B1.1</archive-num><subclause id="_58ba0686-5d1f-4511-99fd-619859544209" outputclass="subclause"><title id="_7c593830-e095-4d78-856d-6a93e9d3a1f0">SubClause</title><num>1</num><p>The resistance of a building or structure must be greater than the most critical action effect resulting from different combinations of actions, where—</p><ol outputclass="alpha"><li id="_1f790f54-6905-481a-8556-6672e0a54e78">the most critical action effect on a building or structure is determined in accordance with <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1137_1.49.0.xml#_a2a51c5c-1f14-46e7-a85f-4ddab6440278" id="_29f21f36-d765-4d6d-9c77-9d6c26865bb5" scope="local" type="clause">B1D3</xref> and the general design procedures contained in AS/NZS 1170.0; and</li><li id="_97b75702-28f2-4e3e-a765-88a3f655f3e5" xt:author="Sheridan Watters" xt:dateTime="2024-08-23T08:58:01" xt:type="insert"><xt:insText xt:action="start" xt:author="Sheridan Watters" xt:dateTime="2024-08-23T08:58:00" xt:id="a4519538-4cb0-406d-b6cc-94132081e5e3"/>designs for the actions in (a) accommodates expected 10-year deflection for <xt:insText xt:action="end" xt:id="a4519538-4cb0-406d-b6cc-94132081e5e3"/><xt:insText xt:action="start" xt:author="Jerome Samuel" xt:dateTime="2024-08-28T08:02:00" xt:id="8b910ef0-ccac-496e-ad56-9adadf54feb1"/><xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/9501_0.3.0.xml#_d3cc1a16-8ec1-4c83-9d06-a8c057409202" id="_e2d4e38d-e198-4785-81c9-b0017bdabf53" referencetype="Text" scope="local" synctargettext="false" type="abcb-glossentry">structural substrates</xref><xt:insText xt:action="end" xt:id="8b910ef0-ccac-496e-ad56-9adadf54feb1"/><xt:insText xt:action="start" xt:author="Sheridan Watters" xt:dateTime="2024-08-23T08:58:00" xt:id="411fd22f-8aa6-44b5-8118-e5dce2763d2d"/> in Part F1; and<xt:insText xt:action="end" xt:id="411fd22f-8aa6-44b5-8118-e5dce2763d2d"/></li><li id="_65f5c8e1-bfc3-4005-a06f-46a797780966">the resistance of a building or structure is determined in accordance with <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1138_1.17.0.xml#_2454b5b6-4146-468a-9ddb-dfb917ed0cda" id="_1663e1c0-9df8-4c44-b842-8db37689edd8" scope="local" type="clause">B1D4</xref>.</li></ol></subclause></clause>