<?xml version="1.0" encoding="UTF-8" standalone="no"?><table-reference xmlns:xt="urn:xpressauthor:trackchanges" author="Kieran O'Donnell" dateTime="2021-03-17T17:14:54" graph="None" id="_9fdf22a4-b772-4450-8963-c56946187dda" type="insert"><num>6.3.3d</num><title id="_14043ab3-fcd4-43e6-97f1-3cb496e66185">Maximum bearer span (m) — continuous span — bearer supporting tiled floor and 3 m high non-loadbearing internal wall</title><table id="_79a65140-4201-4fec-aafb-d58a66f476dd" keycol="1"><tgroup cols="6"><colspec colname="001" colnum="1" colwidth="144.05*"/><colspec colname="002" colnum="2" colwidth="57.60*"/><colspec colname="006" colnum="3" colwidth="57.60*"/><colspec colname="005" colnum="4" colwidth="57.60*"/><colspec colname="004" colnum="5" colwidth="57.60*"/><colspec colname="003" colnum="6" colwidth="57.60*"/><thead><row><entry morerows="1">Steel section</entry><entry nameend="003" namest="002">Effective load width (m)</entry></row><row><entry>1.8</entry><entry>2.4</entry><entry>3.0</entry><entry>3.6</entry><entry>4.2</entry></row></thead><tbody><row><entry>125 TFB</entry><entry>4.8</entry><entry>4.3</entry><entry>3.9</entry><entry>3.6</entry><entry>3.3</entry></row><row><entry>180 UB 16.1</entry><entry>6.3</entry><entry>5.6</entry><entry>5.1</entry><entry>4.7</entry><entry>4.4</entry></row><row><entry>200 UB 18.2</entry><entry>7.2</entry><entry>6.4</entry><entry>5.8</entry><entry>5.3</entry><entry>5.0</entry></row><row><entry>250 UB 25.7</entry><entry>9.5</entry><entry>8.5</entry><entry>7.7</entry><entry>7.1</entry><entry>6.6</entry></row><row><entry>250 x 150 x 9 RHS</entry><entry>11.6</entry><entry>10.8</entry><entry>9.8</entry><entry>9.1</entry><entry>8.5</entry></row><row><entry>250 x 150 x 5 RHS</entry><entry>8.8</entry><entry>7.8</entry><entry>7.1</entry><entry>6.6</entry><entry>6.1</entry></row><row><entry>310 UB 32.0</entry><entry>11.5</entry><entry>10.2</entry><entry>9.3</entry><entry>8.5</entry><entry>8.0</entry></row><row><entry>125 x 75 x 2 RHS</entry><entry>2.7</entry><entry>2.4</entry><entry>2.2</entry><entry>2.0</entry><entry>1.9</entry></row><row><entry>125 x 75 x 3 RHS</entry><entry>3.7</entry><entry>3.3</entry><entry>3.0</entry><entry>2.7</entry><entry>2.5</entry></row><row><entry>150 x 50 x 2 RHS</entry><entry>3.1</entry><entry>2.7</entry><entry>2.4</entry><entry>2.2</entry><entry>2.1</entry></row><row><entry>150 x 50 x 3 RHS</entry><entry>3.9</entry><entry>3.4</entry><entry>3.1</entry><entry>2.9</entry><entry>2.7</entry></row><row><entry>100 TFB</entry><entry>3.2</entry><entry>2.8</entry><entry>2.5</entry><entry>2.3</entry><entry>2.2</entry></row><row><entry>150 PFC</entry><entry>6.1</entry><entry>5.4</entry><entry>4.9</entry><entry>4.5</entry><entry>4.2</entry></row><row><entry>180 PFC</entry><entry>7.2</entry><entry>6.4</entry><entry>5.8</entry><entry>5.4</entry><entry>5.0</entry></row><row><entry>200 PFC</entry><entry>8.0</entry><entry>7.1</entry><entry>6.4</entry><entry>5.9</entry><entry>5.5</entry></row><row><entry>250 PFC</entry><entry>10.9</entry><entry>9.7</entry><entry>8.8</entry><entry>8.1</entry><entry>7.6</entry></row><row><entry>300 PFC</entry><entry>12.5</entry><entry>11.2</entry><entry>10.1</entry><entry>9.4</entry><entry>8.7</entry></row></tbody></tgroup></table><desc-note id="_dc980814-a154-476d-adbf-ae2e00d3e8e2"><ol outputclass="numbered"><li id="_17ea7656-052d-402c-b2b8-1e29c98b76cc">Load accounted for includes 0.98 kPa permanent floor, 0.92 kN/m permanent wall, permanent member self-weight, 1.5 kPa or 1.1 kN imposed.</li><li id="_2e625c4a-df3a-47c3-985e-56251902e53d">Load combinations included are 1.35G and 1.25G+1.5Q for ULS and G + 0.7Q for SLS with a maximum deflection of span/300.</li><li id="_29a9a6b7-2347-4ab0-9f04-e9ebd3194b87">Bearers are assumed to have intermediate lateral restraints at joist locations and are considered fully laterally restrained.</li></ol></desc-note></table-reference>