Research Article
May 1980
Design of Steel Connections by Math Programming
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 106, Issue 5
Abstract
Three popular types of steel beam-to-column connections are modeled as mathematical programming problems which are then solved to produce optimal connection designs for given loading conditions. These are: (1)A framed connection consisting of two angles either bolted or welded to the web of the beam and to the column; (2)a flange plate moment connection; and (3)an end plate moment connection. The set of design variables includes all those necessary to describe completely the design in all possible detail, such as the size of welds, size and number of bolts, and detailed descriptons of angles and plates. Design constraints are drawn directly, without change or simplification, from AISC specifications. The thrust of the paper is a demonstration of the techniques employed for building mathematical models for design. Three examples are included which were modeled as described and the models solved mathematically for the detailed designs.
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Published In
Journal of the Structural Division
Volume 106 • Issue 5 • May 1980
Pages: 1135 - 1154
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: May 1980
Published online: Feb 1, 2021
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Authors
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Richard Douty, M.ASCE
Prof. of Civ. Engrg., Univ. of Missouri-Columbia, Columbia, Mo.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.