Effective Weld Length for HSS T, Y, and X Connections
The effective length of the perimeter weld around the branch member in axially loaded rectangular hollow structural section (HSS), T, and X connections is examined experimentally. By means of 16 full-scale connection tests, which were designed to be weld-critical, guidelines for the effectiveness of...
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Veröffentlicht in: | Journal of structural engineering (New York, N.Y.) N.Y.), 1995-10, Vol.121 (10), p.1402-1408 |
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container_title | Journal of structural engineering (New York, N.Y.) |
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creator | Packer, Jeffrey A Cassidy, Catherine E |
description | The effective length of the perimeter weld around the branch member in axially loaded rectangular hollow structural section (HSS), T, and X connections is examined experimentally. By means of 16 full-scale connection tests, which were designed to be weld-critical, guidelines for the effectiveness of the heel, toe, and side welds are developed in terms of the principal connection parameters. It is found that more of the weld perimeter is effective for lower branch member to chord member angles, and more weld is effective for smaller width branch members (relative to the chord member size). The effective weld length recommendations advocated are shown to result in weld designs with an adequate level of safety, and revisions to some existing guidelines are proposed. |
doi_str_mv | 10.1061/(ASCE)0733-9445(1995)121:10(1402) |
format | Article |
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By means of 16 full-scale connection tests, which were designed to be weld-critical, guidelines for the effectiveness of the heel, toe, and side welds are developed in terms of the principal connection parameters. It is found that more of the weld perimeter is effective for lower branch member to chord member angles, and more weld is effective for smaller width branch members (relative to the chord member size). The effective weld length recommendations advocated are shown to result in weld designs with an adequate level of safety, and revisions to some existing guidelines are proposed.</description><identifier>ISSN: 0733-9445</identifier><identifier>EISSN: 1943-541X</identifier><identifier>DOI: 10.1061/(ASCE)0733-9445(1995)121:10(1402)</identifier><identifier>CODEN: JSENDH</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Building structure ; Buildings. 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By means of 16 full-scale connection tests, which were designed to be weld-critical, guidelines for the effectiveness of the heel, toe, and side welds are developed in terms of the principal connection parameters. It is found that more of the weld perimeter is effective for lower branch member to chord member angles, and more weld is effective for smaller width branch members (relative to the chord member size). The effective weld length recommendations advocated are shown to result in weld designs with an adequate level of safety, and revisions to some existing guidelines are proposed.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Metal structure</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9445</issn><issn>1943-541X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1995</creationdate><recordtype>article</recordtype><recordid>eNqFkE1PwkAQQDdGExH9D3swBhKqM_tBu54kiKIhegAjetls261CSotdMPHfuwXk6mEz2eTlzeQR0ka4ROjiVas37g_aEHIeKCFkC5WSbWR4jdBCAax9QBqoBA-kwOkhaezJY3Li3BwAQolRg8hBltlkNfu29NXmKR3Z4mP1SbOyosPxmE469K1DTZHSKe2XRVGjZeFOyVFmcmfPdrNJXu4Gk_4wGD3fP_R7o8BwDqsghpSzVCgRI4c4snEYsW4meMJRoYkUg5ClkscWlFKYyhgMS7iME8VZpNDyJrnYepdV-bW2bqUXM5fYPDeFLddOs5BHHKDrwZstmFSlc5XN9LKaLUz1oxF0HUzrOpiuM-g6g66DaR9sA_hgXnG-22VcYvKsMkUyc3uPVKGHhMfet5inrJ6X66rwBfTjePB0O_RZvRLqUT-vhc3n74j_bvgF2T6AlA</recordid><startdate>19951001</startdate><enddate>19951001</enddate><creator>Packer, Jeffrey A</creator><creator>Cassidy, Catherine E</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>19951001</creationdate><title>Effective Weld Length for HSS T, Y, and X Connections</title><author>Packer, Jeffrey A ; Cassidy, Catherine E</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a330t-b0d32d494b130b8eb7826f43c3191a892072d53be09991d5b0a2c35bc932891e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1995</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Construction (buildings and works)</topic><topic>Exact sciences and technology</topic><topic>Metal structure</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Packer, Jeffrey A</creatorcontrib><creatorcontrib>Cassidy, Catherine E</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Packer, Jeffrey A</au><au>Cassidy, Catherine E</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effective Weld Length for HSS T, Y, and X Connections</atitle><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle><date>1995-10-01</date><risdate>1995</risdate><volume>121</volume><issue>10</issue><spage>1402</spage><epage>1408</epage><pages>1402-1408</pages><issn>0733-9445</issn><eissn>1943-541X</eissn><coden>JSENDH</coden><abstract>The effective length of the perimeter weld around the branch member in axially loaded rectangular hollow structural section (HSS), T, and X connections is examined experimentally. By means of 16 full-scale connection tests, which were designed to be weld-critical, guidelines for the effectiveness of the heel, toe, and side welds are developed in terms of the principal connection parameters. It is found that more of the weld perimeter is effective for lower branch member to chord member angles, and more weld is effective for smaller width branch members (relative to the chord member size). The effective weld length recommendations advocated are shown to result in weld designs with an adequate level of safety, and revisions to some existing guidelines are proposed.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9445(1995)121:10(1402)</doi><tpages>7</tpages></addata></record> |
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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Applied sciences Building structure Buildings. Public works Construction (buildings and works) Exact sciences and technology Metal structure TECHNICAL PAPERS |
title | Effective Weld Length for HSS T, Y, and X Connections |
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