<?xml version="1.0" encoding="UTF-8" standalone="no"?><table-reference graph="None" id="_2c7a54f6-6890-4add-8212-3fc3ca3bb9d2"><num>S1C2b</num><title id="_939d79a6-f3ba-4ffe-82cd-22099432ee6d">FRLs deemed to be achieved by walls — concrete</title><table id="_defa9bdf-0bad-4759-927e-ad63d88cebda" keycol="1"><tgroup cols="6"><colspec colname="001" colnum="1" colwidth="101.50pt"/><colspec colname="002" colnum="2" colwidth="59.10pt"/><colspec colname="006" colnum="3" colwidth="59.10pt"/><colspec colname="005" colnum="4" colwidth="76.45pt"/><colspec colname="004" colnum="5" colwidth="76.45pt"/><colspec colname="003" colnum="6" colwidth="76.55pt"/><thead><row><entry morerows="1">Concrete type</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>No fines</entry><entry>-</entry><entry>-</entry><entry>-</entry><entry>150</entry><entry>300</entry></row><row><entry>Prestressed</entry><entry morerows="1" nameend="003" namest="002">See clause <xref format="dita" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/951_6.10.0.xml#_2043ed5f-97bd-45b7-9b90-a491d705bb75" id="_a59d98b6-0b92-494c-9a1c-21f6124a5ba7" scope="local" type="clause">S1C2(d)(iv)</xref></entry></row><row><entry>Reinforced</entry></row><row><entry>Plain</entry><entry>-</entry><entry>-</entry><entry>-</entry><entry>150</entry><entry>170</entry></row></tbody></tgroup></table><desc-note id="_a25a9f07-9e5b-4a58-ac0f-33da30c7f837"><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="_c6b349c6-c181-4d80-b102-215e77ca2775" scope="local" type="specification">Specification 2</xref>.</p></desc-note></table-reference>