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- W2183089992 abstract "Crane runway girders are distinguished by long unbraced lengths and biaxial bending. Combination sections consisting of a W shape with a channel cap are typically efficient for these conditions, but time consuming to design due to the iterative process required due to biaxial bending and the complex stability equations provided in AISC (2005) specifications. This paper presents developed Zx tables, flexural strength graphs, and introduces a trial section selection method. Included herein are updated design charts to allow for fast and efficient analysis of the typical combination sections provided in Table 1-19 of the AISC Steel Construction Manual. Also presented is an overview of crane girder design procedures and an abbreviated design example." @default.
- W2183089992 created "2016-06-24" @default.
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- W2183089992 date "2010-12-01" @default.
- W2183089992 modified "2023-09-27" @default.
- W2183089992 title "Singly Symmetric Combination Section Crane Girder Design Aids" @default.
- W2183089992 hasPublicationYear "2010" @default.
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