<?xml version="1.0" encoding="UTF-8" standalone="no"?><table-reference xmlns:xt="urn:xpressauthor:trackchanges" author="Kieran O'Donnell" dateTime="2021-02-26T17:10:43" graph="None" id="_b036339f-6624-4932-98f1-3eca723547dd" type="insert"><num>6.3.5c</num><title id="_ac42fcf3-b9f1-4553-8417-acb70f255577">Maximum lintel span — lintel supporting metal sheet roof, timber floor and 3 m high exterior wall — roof load width = 7.5 m</title><table id="_bed08c3c-bbd1-4461-b555-daa5c137305f" keycol="1"><tgroup cols="4"><colspec colname="001" colnum="1" colwidth="108.00*"/><colspec colname="002" colnum="2" colwidth="108.00*"/><colspec colname="003" colnum="3" colwidth="108.00*"/><colspec colname="004" colnum="4" colwidth="108.00*"/><thead><row><entry morerows="1">Section</entry><entry nameend="004" namest="002">Floor load width (m)</entry></row><row><entry>0</entry><entry>1.8</entry><entry>3.6</entry></row></thead><tbody><row><entry>150 UB 14.0</entry><entry>2.6</entry><entry>2.4</entry><entry>2.2</entry></row><row><entry>200 UB 25.4</entry><entry>4.1</entry><entry>3.8</entry><entry>3.6</entry></row><row><entry>250 UB 31.4</entry><entry>4.7</entry><entry>4.4</entry><entry>4.1</entry></row><row><entry>100 TFB</entry><entry>1.6</entry><entry>1.5</entry><entry>1.4</entry></row><row><entry>150 PFC</entry><entry>3.3</entry><entry>3.0</entry><entry>2.8</entry></row><row><entry>200 PFC</entry><entry>3.8</entry><entry>3.5</entry><entry>3.3</entry></row><row><entry>250 PFC</entry><entry>5.1</entry><entry>4.6</entry><entry>4.3</entry></row><row><entry>75 x 75 x 5 EA</entry><entry>–</entry><entry>–</entry><entry>–</entry></row><row><entry>90 x 90 x 6 EA</entry><entry>1.0</entry><entry>–</entry><entry>–</entry></row><row><entry>100 x 100 x 6 EA</entry><entry>1.0</entry><entry>–</entry><entry>–</entry></row><row><entry>125 x 75 x 6 UA</entry><entry>1.3</entry><entry>1.0</entry><entry>1.0</entry></row><row><entry>150 x 100 x 10 UA</entry><entry>2.5</entry><entry>2.0</entry><entry>2.0</entry></row></tbody></tgroup></table><desc-note id="_996be801-c8f4-4bdd-a003-195c92fe413a"><ol outputclass="numbered"><li id="_be02f68a-094b-451e-9638-764164fb154a">Load accounted for includes 0.53 kPa permanent floor, 1.16 kN/m permanent wall, 0.4 kPa permanent roof, permanent member self-weight, 1.5 kPa or 1.1 kN imposed floor, positive roof wind pressure of 0.95 kPa and negative roof wind pressure of -1.49 kPa.</li><li id="_4e023bb0-8421-4011-9620-b583e86c7e40">Load combinations included are 1.35G and 1.2G + 1.5Q, 1.2G + W<sub id="_03b4ce8e-5b56-4c4b-ac59-6bd9ba1d2141">U</sub> + 0.4Q, 0.9G + W<sub id="_ac8df400-c205-43af-9ed8-97aaa1185bd2">U</sub> for ULS and G + 0.7Q, G + W<sub id="_beb99961-7da7-4abd-9de4-e3d49802b8c8">S</sub>.</li><li id="_7ecc504a-31e3-4f62-956c-3baa0d91dc14">0.9G + W<sub id="_488c3626-769e-44ba-90ed-38b7c3387f2b">S</sub> for SLS with a maximum deflection of span/300.</li><li id="_765faa9c-c7d0-47c9-8249-7dfe779c3902">Lintels are assumed to be partially restrained at both ends with no rotational restraint and are designed as members without full lateral restraint.</li><li id="_6238dcef-ebe7-48ab-935d-0cedf58e2fdd">A floor load of “0” must be used for lintels not supporting floor loads.</li></ol></desc-note></table-reference>