Steel hall constructive solution beam with a full web, optimization of sections and joints
نویسندگان
چکیده
Abstract In the present paper, design of a steel warehouse structure was investigated. After establishing base sections for beams and columns through ultimate resistance buckling strength, an optimization procedure applied to beam-to-column connection. Three types connections were studied: bolted connection with end plate, welded web flange angles. The detailed analysis components performed help software “IdeaStatica”. advantages disadvantages three joint solutions are presented. results compared best solution proposed in view costs, structural performance, inspection difficulties, stiffness, installation safety process.
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ژورنال
عنوان ژورنال: IOP conference series
سال: 2023
ISSN: ['1757-899X', '1757-8981']
DOI: https://doi.org/10.1088/1757-899x/1283/1/012011