<?xml version="1.0" encoding="UTF-8" standalone="no"?><image-reference xmlns:xt="urn:xpressauthor:trackchanges" author="Kieran O'Donnell" dateTime="2021-03-01T14:58:51" id="_725b76c3-9d61-48ff-b3f3-bb0a01a866cb" type="insert"><num>6.3.7f</num><title id="_edbafcb3-1097-4218-91cb-b4d8325eef27">Typical universal beam to column connection detail</title><image alt="Typical universal beam to column connection detail" height="545" heightdpi="200" href="/tmp/QppServer/Publishing/5e2c1f63-e589-4ce1-95e8-5c3e286a7aff/6-3-7f-typical-universal-beam-to-column-connection-detail.svg" width="1200" widthdpi="200"><image height="545" heightdpi="200" href="C:\Users\bkiem\AppData\Roaming\Quark\XML Author\Temp\media1_f64204c1-29c7-48e7-8ac7-1217e98407e6.jpg" width="1200" widthdpi="200"/></image><desc-note id="_945a7537-c531-4bf1-8f55-aa7abd2a65e1"><ol outputclass="numbered"><li id="_6d54b381-c09d-4866-84d0-2aebe1297249">8 mm steel plates to be welded to the top and bottom of the column using 5 mm fillet welds.</li><li id="_ecad8c0a-88ca-4829-8da8-d905dcb22bad">Plate width must be the greater of the column width or the beam width.</li><li id="_d60ca1f3-b323-43a1-a03a-e5d5e0218595">Plate length must be such that there is not less than 40 mm from the centreline of the bolts to the ends.</li><li id="_e4727162-baef-447b-a831-db566ce218b8">All bolting between structural steel members must be not less than 2 M12 4.6/S.</li></ol></desc-note></image-reference>