<?xml version="1.0" encoding="UTF-8" standalone="no"?><?Xpress productLine="ncc-clause" ?><clause id="_e4498b0e-ca1b-4b2e-b391-27d3a3744913" outputclass="ncc-clause"><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"/></meta><sptc>6.3.2</sptc><title id="_ab3b36ed-c9ea-47b5-817e-b01c2f15c2c0">Structural steel members</title><archive-num>2019: 3.4.4.2</archive-num><subclause id="_971d32da-4cb1-4dcb-bd95-43adea70e6be" outputclass="subclause"><title id="_8b0da9a6-ace5-4956-9c62-bdfe38c706aa">SubClause</title><num>1</num><p>Structural steel members may be used as follows:</p><ol outputclass="alpha"><li id="_fa4be68c-e3e5-4045-b40e-d24b22662f78">Bearers supporting a timber floor or non-<xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1360_0.4.0.xml#_fe6e68c5-3fcb-4038-844a-2fcb7099f7da" id="_0d3ce0a0-769f-4bab-81d3-e1ba3274bdd5" scope="local" type="abcb-glossentry">loadbearing</xref> stud wall — in accordance with <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/4668_0.13.0.xml#_a52814d2-6ebf-4856-b560-37ed029ab0af" id="_296be72d-7bb8-4af4-a184-28c5ef31c998" referencetype="Text" scope="local" synctargettext="false" type="ncc-clause">6.3.3</xref>.</li><li id="_e36bfeeb-a3be-4606-a128-b47dcae396c3">Strutting beams supporting roof and ceiling loads — in accordance with <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/4671_0.16.0.xml#_550c56f2-5dc5-4a8a-aa28-e1a8ab53a600" id="_06e57d00-d486-4e2c-b7eb-c5f0c2644564" referencetype="Text" scope="local" synctargettext="false" type="ncc-clause">6.3.4</xref>.</li><li id="_2ead94fb-be15-4fa5-b35f-4b15ca84204b">Lintels supporting roof, ceiling, frame and timber floor — in accordance with <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/4718_0.15.0.xml#_aab9d022-9056-47d1-9871-376c52a73aed" id="_e4690321-11b6-4ef9-bcbc-e99a039567e9" referencetype="Text" scope="local" synctargettext="false" type="ncc-clause">6.3.5</xref>.</li><li id="_c0aff32c-9289-4947-937c-9f788bdb05d1">Columns — in accordance with <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1552_0.25.0.xml#_0f30db5c-5651-42a5-9bbc-71affc30d7ed" id="_4b4e7786-addf-4c87-9219-de6c9bdfddfc" referencetype="Text" scope="local" synctargettext="false" type="ncc-clause">6.3.6</xref>.</li></ol></subclause><subclause id="_c7615fbb-f2f7-424a-aa5c-494b7c608664" outputclass="subclause"><title id="_6b7978a4-720c-4b77-bf5c-5d5d36164e89">SubClause</title><num>2</num><p>Structural steel members in (1)(a), (b) and (c) must have a minimum nominal yield strength of 250 MPa.</p></subclause><subclause id="_b4f28b69-9ab6-42b7-afca-48281889a9f6" outputclass="subclause"><title id="_c8ef07d6-880c-44ad-b45b-f1d1ad171162">SubClause</title><num>3</num><p>The yield strength of structural steel members in (1)(d) is nominated in <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1552_0.25.0.xml#_0f30db5c-5651-42a5-9bbc-71affc30d7ed" id="_2a9f7531-1929-4e39-a2e6-2b5f3731837a" referencetype="Text" scope="local" synctargettext="false" type="ncc-clause">6.3.6</xref>.</p></subclause><subclause id="_b5e4b9bc-6b94-4340-a24e-916aff0d265a" outputclass="subclause"><title id="_b3ebf06a-6f7a-4fc1-a402-b2e6e312cbf8">SubClause</title><num>4</num><p>Structural steel members described in this Part must be protected against corrosion in accordance with <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1553_0.20.0.xml#_16294a38-5aa8-4f58-ada1-9b1c16b5d620" id="_3778ca02-da7a-45d9-98af-b6e44ac14008" referencetype="Text" scope="local" synctargettext="false" type="ncc-clause">6.3.9</xref>.</p></subclause></clause>