Pre-Engineered Hollow Structural Section Welded Connections
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| Publicado en: | ProQuest Dissertations and Theses (2025) |
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| Acceso en línea: | Citation/Abstract Full Text - PDF |
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| 045 | 2 | |b d20250101 |b d20251231 | |
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| 100 | 1 | |a Richardson, Samuel George | |
| 245 | 1 | |a Pre-Engineered Hollow Structural Section Welded Connections | |
| 260 | |b ProQuest Dissertations & Theses |c 2025 | ||
| 513 | |a Dissertation/Thesis | ||
| 520 | 3 | |a In Canada, the standard for the design of steel structures, CSA S16:24, mandates that Hollow Structural Section (HSS) connections consider a specified set of limit states. However, neither CSA S16:24 nor the CISC Commentary on CSA S16:24 presents limit state equations. This research produced two types of design aids for HSS connections. First, a web application was written in Python to analyse popular welded truss-type planar HSS connections. This program produces detailed calculation sheets, offers feedback, and uses machine learning to suggest design solutions. Thereafter, this software program determined several pre-qualified connections. Since the resistance of HSS connections is often given as a force in each branch member, connection solutions where the connection resistance exceeds the branch member resistance are “pre-approved”, within specific bounds of validity. Further tables with capacities for connections, expressed as branch loads, were also produced. | |
| 653 | |a Civil engineering | ||
| 653 | |a Computer engineering | ||
| 653 | |a Architectural engineering | ||
| 773 | 0 | |t ProQuest Dissertations and Theses |g (2025) | |
| 786 | 0 | |d ProQuest |t ProQuest Dissertations & Theses Global | |
| 856 | 4 | 1 | |3 Citation/Abstract |u https://www.proquest.com/docview/3276157112/abstract/embedded/7BTGNMKEMPT1V9Z2?source=fedsrch |
| 856 | 4 | 0 | |3 Full Text - PDF |u https://www.proquest.com/docview/3276157112/fulltextPDF/embedded/7BTGNMKEMPT1V9Z2?source=fedsrch |