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This video tutorial explains 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 you must calculate and enter a spring stiffness value or reduced stiffness manually. The example considers a beam fixed at both ends carrying a UDL of 15 kN/m, with a length of 5 meters. To avoid self-weight, change the material density to zero. Set up the new module with metric SI system and define material properties in each section. Working in 3D view, go to the define menu and select material properties.