<?xml version="1.0" encoding="UTF-8" standalone="no"?><table-reference graph="None" id="_aded96c9-0efa-499a-9ca2-96868546dabc"><num>S1C2d</num><title id="_009e4f94-6a23-4e18-af9c-92669f4cbb7d">FRLs deemed to be achieved by concrete columns</title><table id="_265b1637-a485-4b27-b9fd-ab5ac4b5229a" 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">Column 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>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="_1b23c3c4-c87c-4a9e-b517-aa6b8955a22a" scope="local" type="clause">S1C2(d)(ii)</xref></entry></row><row><entry>Reinforced</entry></row></tbody></tgroup></table></table-reference>