{"id":{"repo_id":"vt","oai_identifier":"oai:vtechworks.lib.vt.edu:10919/44402"},"canonical_url":"https://search.dev.ndltd.org/etd/vt/oai:vtechworks.lib.vt.edu:10919/44402","repository":{"repo_id":"vt","name":"Virginia Tech","base_url":"https://vtechworks.lib.vt.edu/oai/request"},"display":{"title":"Development of performance sections for cold-formed steel residential construction","abstract":"The wider use of cold-formed steel framing is hindered by the lack of generic sections. This study puts forth an effort to develop a performance section designation code without specifying the geometry of the sections. A PC-based program to analyze C-section was developed and used to produce typical Performance Section Tables for both wall studs and joists. For curtain walls the <i>Uniform Lateral Load Capacity Tables</i> and for bearing walls the <i>Axial Load with Specified Lateral Load Tables</i>, the <i>Strong Axis Axial Load Capacity Charts</i>, and the <i>Weak Axis and Torsional Axial Load Capacity Charts</i> were developed. The typical design aids for roof/floor joists include the <i>Uniform Load Capacity Tables</i> for single and two continuous spans, the <i>Moment-Shear Interaction Capacity Charts</i>, and the <i>Web Crippling Capacity Tables</i>. Design examples are provided to illustrate the usage of the above tables and charts.","abstract_html":"The wider use of cold-formed steel framing is hindered by the lack of generic sections. This study puts forth an effort to develop a performance section designation code without specifying the geometry of the sections. A PC-based program to analyze C-section was developed and used to produce typical Performance Section Tables for both wall studs and joists. For curtain walls the &lt;i&gt;Uniform Lateral Load Capacity Tables&lt;/i&gt; and for bearing walls the &lt;i&gt;Axial Load with Specified Lateral Load Tables&lt;/i&gt;, the &lt;i&gt;Strong Axis Axial Load Capacity Charts&lt;/i&gt;, and the &lt;i&gt;Weak Axis and Torsional Axial Load Capacity Charts&lt;/i&gt; were developed. The typical design aids for roof/floor joists include the &lt;i&gt;Uniform Load Capacity Tables&lt;/i&gt; for single and two continuous spans, the &lt;i&gt;Moment-Shear Interaction Capacity Charts&lt;/i&gt;, and the &lt;i&gt;Web Crippling Capacity Tables&lt;/i&gt;. Design examples are provided to illustrate the usage of the above tables and charts.","abstract_has_math":false,"creators":["N'emedi, Zsolt V."],"institution":"Virginia Tech","degree_name":"Master of Science","degree_level":"masters","degree_discipline":"Civil Engineering","degree_department":"Civil Engineering","school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":1993,"date_issued":"1993","date_published":"1993","updated_at":"2026-07-24T05:56:51Z","subjects":[],"languages":["en"],"rights":["In Copyright"],"rights_urls":["http://rightsstatements.org/vocab/InC/1.0/"],"identifier_entries":[{"key":"dc:identifier.other","label":"Dc Identifier Other","values":["etd-08222009-040502"],"render_values":[{"text":"etd-08222009-040502","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/10919/44402","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.department","label":"Department","values":["Civil Engineering"]},{"key":"dc:creator","label":"Author","values":["N'emedi, Zsolt V."]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2014-03-14T21:43:31Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2014-03-14T21:43:31Z","2009-08-22"]},{"key":"dc:date.issued","label":"Date","values":["1993"]},{"key":"dc:publisher","label":"Institution","values":["Virginia Tech"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"dc:type.dcmitype","label":"Dc Type Dcmitype","values":["Text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Master of Science"]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["Virginia Polytechnic Institute and State University"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["en"]},{"key":"dc:rights","label":"Dc Rights","values":["In Copyright"]},{"key":"dc:rights.uri","label":"Rights URI","values":["http://rightsstatements.org/vocab/InC/1.0/"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.other","label":"Dc Identifier Other","values":["etd-08222009-040502"]},{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/10919/44402"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The wider use of cold-formed steel framing is hindered by the lack of generic sections. This study puts forth an effort to develop a performance section designation code without specifying the geometry of the sections. A PC-based program to analyze C-section was developed and used to produce typical Performance Section Tables for both wall studs and joists. For curtain walls the <i>Uniform Lateral Load Capacity Tables</i> and for bearing walls the <i>Axial Load with Specified Lateral Load Tables</i>, the <i>Strong Axis Axial Load Capacity Charts</i>, and the <i>Weak Axis and Torsional Axial Load Capacity Charts</i> were developed. The typical design aids for roof/floor joists include the <i>Uniform Load Capacity Tables</i> for single and two continuous spans, the <i>Moment-Shear Interaction Capacity Charts</i>, and the <i>Web Crippling Capacity Tables</i>. Design examples are provided to illustrate the usage of the above tables and charts."]},{"key":"dc:description.degree","label":"Dc Description Degree","values":["Master of Science"]},{"key":"dc:format.medium","label":"Dc Format Medium","values":["BTD"]},{"key":"dc:format.mimetype","label":"Dc Format Mimetype","values":["application/pdf"]},{"key":"dc:title","label":"Title","values":["Development of performance sections for cold-formed steel residential construction"]}]}],"canonical_facts":{"dc:contributor.department":["Civil Engineering"],"dc:creator":["N'emedi, Zsolt V."],"dc:date.accessioned":["2014-03-14T21:43:31Z"],"dc:date.available":["2014-03-14T21:43:31Z","2009-08-22"],"dc:date.issued":["1993"],"dc:description.abstract":["The wider use of cold-formed steel framing is hindered by the lack of generic sections. This study puts forth an effort to develop a performance section designation code without specifying the geometry of the sections. A PC-based program to analyze C-section was developed and used to produce typical Performance Section Tables for both wall studs and joists. For curtain walls the <i>Uniform Lateral Load Capacity Tables</i> and for bearing walls the <i>Axial Load with Specified Lateral Load Tables</i>, the <i>Strong Axis Axial Load Capacity Charts</i>, and the <i>Weak Axis and Torsional Axial Load Capacity Charts</i> were developed. The typical design aids for roof/floor joists include the <i>Uniform Load Capacity Tables</i> for single and two continuous spans, the <i>Moment-Shear Interaction Capacity Charts</i>, and the <i>Web Crippling Capacity Tables</i>. Design examples are provided to illustrate the usage of the above tables and charts."],"dc:description.degree":["Master of Science"],"dc:format.medium":["BTD"],"dc:format.mimetype":["application/pdf"],"dc:identifier.other":["etd-08222009-040502"],"dc:identifier.uri":["http://hdl.handle.net/10919/44402"],"dc:language.iso":["en"],"dc:publisher":["Virginia Tech"],"dc:rights":["In Copyright"],"dc:rights.uri":["http://rightsstatements.org/vocab/InC/1.0/"],"dc:title":["Development of performance sections for cold-formed steel residential construction"],"dc:type":["Thesis"],"dc:type.dcmitype":["Text"],"thesis:degree_discipline":["Civil Engineering"],"thesis:degree_level":["masters"],"thesis:degree_name":["Master of Science"],"thesis:institution_name":["Virginia Polytechnic Institute and State University"]},"updated_at":"2026-07-24T05:56:51Z"}