<?xml version="1.0" encoding="UTF-8" standalone="no"?><table-reference graph="None" id="_9854dac4-51b2-4b31-b76a-f7101747e649"><num>S1C2k</num><title id="_d6b47a4c-820c-4b35-99e6-2da97d8d515c">FRLs deemed to be achieved by concrete beams</title><table id="_7531db93-9d71-4dcb-ab08-b55c083349ab" keycol="1"><tgroup cols="6"><colspec colname="001" colnum="1" colwidth="216.00*"/><colspec colname="002" colnum="2" colwidth="43.20*"/><colspec colname="006" colnum="3" colwidth="43.20*"/><colspec colname="005" colnum="4" colwidth="43.20*"/><colspec colname="004" colnum="5" colwidth="43.20*"/><colspec colname="003" colnum="6" colwidth="43.20*"/><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/–/–</entry><entry>90/–/–</entry><entry>120/–/–</entry><entry>180/–/–</entry><entry>240/–/–</entry></row></thead><tbody><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="_d80f30d6-e797-4ee4-803a-fdd35faa5f25" scope="local" type="clause">S1C2(d)(ii)</xref></entry></row><row><entry>Reinforced</entry></row></tbody></tgroup></table></table-reference>