<?xml version="1.0" encoding="UTF-8" standalone="no"?><image-reference xmlns:xt="urn:xpressauthor:trackchanges" author="Kieran O'Donnell" dateTime="2021-03-01T14:59:31" id="_4324f5cc-5308-49b8-9a0b-d6f1b0772fc8" type="insert"><num>6.3.7h</num><title id="_dee1fda5-8722-49dc-9bd6-13db1c8ebef6">Typical column base plate detail</title><image alt="Typical column base plate detail" height="1800" heightdpi="200" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/6-3-7h-typical-column-base-plate-detail.svg" width="754" widthdpi="200"><image height="1800" heightdpi="200" href="C:\Users\bkiem\AppData\Roaming\Quark\XML Author\Temp\media1_41a8cff2-679f-4b0a-8c1d-c923ac5cb334.jpg" width="754" widthdpi="200"/></image><desc-note id="_84029402-fdac-4d82-b5b6-7e4bb6051567" title="Figure Notes"><p>Fixing of the column base plate to the slab must be not less than 2 M12 4.6/S post-installed mechanical anchors.</p></desc-note></image-reference>