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- W2331287586 abstract "The uplift resistance of K-series open web steel joist seats was determined by physical testing of twenty-eight specimens to failure. The experimental data obtained from the physical testing was evaluated along with the mechanical properties of the steel material used in fabricating the joist seat test specimens. A simple analytical model was developed based on the experimental results using yield-line theory, which adequately predicts the ultimate uplift capacity of the joist seat. This ultimate strength model was modified to create simple AISC-ASD and AISC-LRFD design equations to be used in the analysis of K-series joist seats for uplift. Both the AISC-ASD and the AISC-LRFD design equations consider the following variables: Joist seat yield strength (nominally 50 ksi), anchorage weld length, seat length, and seat angle thickness." @default.
- W2331287586 created "2016-06-24" @default.
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- W2331287586 date "2004-05-21" @default.
- W2331287586 modified "2023-10-16" @default.
- W2331287586 title "Uplift Capacity of K-Series Open Web Steel Joist Seats" @default.
- W2331287586 doi "https://doi.org/10.1061/40700(2004)112" @default.
- W2331287586 hasPublicationYear "2004" @default.
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