<?xml version="1.0" encoding="UTF-8" standalone="no"?><?Xpress productLine="ncc-clause" ?><clause xmlns:xt="urn:xpressauthor:trackchanges" id="_cfed502d-5b95-4cfd-8624-0b1074c42ce3" 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><xt:delText xt:action="start" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-11T09:59:00" xt:id="ce4cbee2-9b2a-449f-b75a-5c05b6582031"/>B1P2<xt:delText xt:action="end" xt:id="ce4cbee2-9b2a-449f-b75a-5c05b6582031"/></sptc><title id="_ad2cd7dc-07b5-419e-8933-153e91b5c073"><xt:delText xt:action="start" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-11T09:59:00" xt:id="9f6919e7-e69d-4c68-84d7-dfc6a1219a55"/>Structural resistance<xt:delText xt:action="end" xt:id="9f6919e7-e69d-4c68-84d7-dfc6a1219a55"/></title><archive-num><xt:delText xt:action="start" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-11T09:59:00" xt:id="23b12d1a-a7f3-430d-b080-2083237d732b"/>2019: BP1.2<xt:delText xt:action="end" xt:id="23b12d1a-a7f3-430d-b080-2083237d732b"/></archive-num><subclause id="_46f5ef42-eb94-484c-a6f2-2637740a95d7" outputclass="subclause"><title id="_9baf6d07-e475-4872-bde6-ea260e337083">SubClause</title><num>1</num><p xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:01" xt:type="delete"><xt:delText xt:action="start" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:00" xt:id="02a09667-8aaf-4877-87d6-cb33e7f2a01e"/>The structural resistance of materials and forms of construction must be determined using five percentile characteristic material properties with appropriate allowance for—<xt:delText xt:action="end" xt:id="02a09667-8aaf-4877-87d6-cb33e7f2a01e"/></p><ol outputclass="alpha"><li id="_0266ca05-7876-4690-945c-4028ff83ee20" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:01" xt:type="delete"><xt:delText xt:action="start" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:00" xt:id="7b417750-1afe-45f4-8b0c-21cb4bfa8884"/>known construction activities; and<xt:delText xt:action="end" xt:id="7b417750-1afe-45f4-8b0c-21cb4bfa8884"/></li><li id="_b0a9ad3b-28a7-41e8-971a-13e35ec7ab86" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:01" xt:type="delete"><xt:delText xt:action="start" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:00" xt:id="1bc85247-4a9a-4167-bcbe-996854505451"/>type of material; and<xt:delText xt:action="end" xt:id="1bc85247-4a9a-4167-bcbe-996854505451"/></li><li id="_65efecc6-8a7c-487e-a069-f4c8fd9c2f8a" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:00" xt:type="delete"><xt:delText xt:action="start" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:00" xt:id="78e3a888-f485-4da9-903a-3f4d6e83c9db"/>characteristics of the site; and<xt:delText xt:action="end" xt:id="78e3a888-f485-4da9-903a-3f4d6e83c9db"/></li><li id="_aa8d952c-8383-4c98-a3e0-ac4334b17beb" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:00" xt:type="delete"><xt:delText xt:action="start" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:59:00" xt:id="4fd532df-a100-410b-93cb-61883c2f67d3"/>the degree of accuracy inherent in the methods used to assess the structural behaviour; and<xt:delText xt:action="end" xt:id="4fd532df-a100-410b-93cb-61883c2f67d3"/></li><li id="_b743ccd5-0bda-441d-8f5d-aba13b38663c" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:58:56" xt:type="delete"><xt:delText xt:action="start" xt:author="Patrick Kerrigan" xt:dateTime="2024-03-05T10:58:00" xt:id="3a19e92e-3d5c-40e6-98ed-85e0d9151190"/>action effects arising from the differential settlement of foundations, and from restrained dimensional changes due to temperature, moisture, shrinkage, creep and similar effects.<xt:delText xt:action="end" xt:id="3a19e92e-3d5c-40e6-98ed-85e0d9151190"/></li></ol></subclause></clause>