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- W177323216 abstract "Publisher Summary This chapter discuses the partial fixity from simple beam connections. Serviceability design often controls the selection of steel beam sizes. In calculating deflections for simply supported beams (with standard shear connections at the ends) the rotational stiffness of the connections is usually ignored. Rigorous inclusion of semi-rigid connections in the analysis requires advanced computer software and Moment-Rotation properties, which are usually not available to the average designer. This chapter attempts to find a simple way to approximate the deflection of Simply Supported Beams, taking partial fixity into account. Therefore, armed with more appropriate computer tools such as spread sheets and charting/graph routines, the aim was to developed a technique for generating such approximations for various aspects of the design of steel structures. This technique, coined “Visual Semi-rigorous Curve Fitting” was first presented at the 1995 ASCE Structures Congress (Ioannides 1995) and is thoroughly explained here. This chapter concludes with three different predictions— from the simplest, most restrictive to the still simple, but more encompassing) for the minimum connection stiffness required to produce 20% reduction in the simple beam deflection." @default.
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- W177323216 date "1996-01-01" @default.
- W177323216 modified "2023-09-25" @default.
- W177323216 title "Partial fixity from simple beam connections" @default.
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- W177323216 doi "https://doi.org/10.1016/b978-008042821-5/50077-8" @default.
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