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\\ *Panel zones* are assigned to [joints|kb:Joint] to model the flexibility of beam-column connections. Panel zones may be linear or [nonlinear|kb:Nonlinear], and may affect the following performance measures: * Structural drift * Structural period * Moment distribution Panel-zone results are available through Display > Show Tables > Analysis Results > Element Output > Panel Zone Output When designing ductile steel\-[frame|kb:Frame] systems, continuity-plate requirements are calculated as part of the code-based design check. For this part of the design check, it is not required that panel zones be defined. Additional information may be found in the design-code documentation available under Help > Documentation > Design > Steel Frame Design. {hidden-content} *Related Incident:* * {incident:no=34274|comment=Modeling of partial end releases, panel zones and spring supports} {hidden-content} h1. See Also * [sap2000:Panel zones] -- [SAP2000|sap2000:home] |
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