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This video tutorial discusses how to specify partial frame fixity details in ETABS. There is no simple option to release a specific percentage of moments at the supports, so the only way is to calculate and enter a spring stiffness value or reduced stiffness of members manually. The example considers a beam fixed at both ends carrying a UDL of 15kN/m with a 5-meter length. To avoid self-weight, the density of the material is set to zero. The process involves modifying material properties, defining sections, selecting metric SI system, setting gridlines, and working in 3D view.
