<?xml version="1.0" encoding="UTF-8" standalone="no"?><table-reference graph="None" id="_86a6bb55-fabb-4a09-ba2e-a88ed4b7262c"><num>S1C2e</num><title id="_dfce17b2-e420-41ab-85d0-93c23308b8de">FRLs deemed to be achieved by hot-rolled steel columns (including a fabricated column) exposed on not more than 3 sides</title><table id="_b64a9b38-68cd-4271-ae27-6356a3814fe0" keycol="1"><tgroup cols="6"><colspec colname="001" colnum="1" colwidth="94.30*"/><colspec colname="002" colnum="2" colwidth="57.55*"/><colspec colname="006" colnum="3" colwidth="57.50*"/><colspec colname="005" colnum="4" colwidth="74.20*"/><colspec colname="004" colnum="5" colwidth="74.20*"/><colspec colname="003" colnum="6" colwidth="74.20*"/><thead><row><entry morerows="1">Fire protection</entry><entry nameend="003" namest="002">Minimum thickness (mm) of principal material for FRLs</entry></row><row><entry>60/60/60</entry><entry>90/90/90</entry><entry>120/120/120</entry><entry>180/180/180</entry><entry>240/240/240</entry></row></thead><tbody><row><entry>Concrete cast in-situ — <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1360_0.4.0.xml#_fe6e68c5-3fcb-4038-844a-2fcb7099f7da" id="_231031e2-2ad8-4c7d-9147-00a7ed62ffd0" scope="local" type="abcb-glossentry">loadbearing</xref></entry><entry>25</entry><entry>30</entry><entry>40</entry><entry>55</entry><entry>75 </entry></row><row><entry>Concrete cast in-situ — non-<xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1360_0.4.0.xml#_fe6e68c5-3fcb-4038-844a-2fcb7099f7da" id="_ebdc013d-3e24-4f85-9079-3cae3069d9da" scope="local" type="abcb-glossentry">loadbearing</xref> unplastered</entry><entry>25</entry><entry>30</entry><entry>40</entry><entry>50</entry><entry>75</entry></row><row><entry>Concrete cast in-situ — non-<xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1360_0.4.0.xml#_fe6e68c5-3fcb-4038-844a-2fcb7099f7da" id="_f09c13d5-71d2-4aea-8ee3-ac480a5ffd7f" scope="local" type="abcb-glossentry">loadbearing</xref> plastered 13 mm</entry><entry>25</entry><entry>25</entry><entry>30</entry><entry>40</entry><entry>50</entry></row><row><entry>Gypsum cast in-situ</entry><entry>-</entry><entry>-</entry><entry>-</entry><entry>-</entry><entry>50</entry></row><row><entry>Gypsum — perlite or gypsum-vermiculite plaster—sprayed to contour</entry><entry>20</entry><entry>25</entry><entry>35</entry><entry>50</entry><entry>55</entry></row><row><entry>Gypsum — perlite or gypsum-vermiculite plaster—sprayed on metal lath</entry><entry>20</entry><entry>20</entry><entry>25</entry><entry>35</entry><entry>45</entry></row></tbody></tgroup></table><desc-note id="_53255003-4a66-4ea2-8742-f25468943fd8"><p>For the purposes of this table, each element must meet the requirements of <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/1068_0.7.0.xml#_8c634e59-ec17-4526-a79b-a7641f283bf7" id="_037e3c83-2c4b-4517-af9d-a6d1cecd2c56" scope="local" type="specification">Specification 2</xref>.</p></desc-note></table-reference>