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A full description is available in theCSI Steel Frame Design Manual (Help > Documentation > Design > Steel Frame Design > Design Algorithms > Element Unsupported Lengths > Effective Length Factor).A notable point mentioned in this section (pages 11-14) is that K-factor calculations are based on the assumption of uninhibited sideswayHow is a frame assigned a sidesway-uninhibited condition, rather than sidesway-inhibited?Extended Question: Further, should I use the effective length factors automatically calculated through SAP2000? K = 1.0 for all members under any configuration, which does not seem accuratePage restrictions apply Attachments:1 Added by Ondrej Kalny, last edited by Jessica Napier on Mar 30, 2014 (view change) Skip to end of metadatafaq steel-design design effective-length-factor featured-page-candidate complete sap2000 sway nonsway .For other cases, K factors should be specified by the userShould K factors be input manually?Answer:CSI Software implements a rigorous process to determine K factors
Go to start of metadataAny discrepancy between the unbraced properties modeled and the actual design intention may lead to inappropriate design.Automatically-generated K factors may be overwritten for individual members using the Overwrite option under Stress Check Information, as shown in Figure 1: Figure 1 - Frame-property overwriteSee AlsoSway and nonsway conditions article Attachments (1) Page History E-mail Restrictions .Users should always, however, use engineering judgment to evaluate the accuracy of K factors calculated by computational tools
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by Rowcomp on 2017-04-09 10:19:35
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