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hi in this video I would tell you about how to specify partial frame fixity details there is no simple option in etabs to just release a specific percentage of moments at the supports the only way is to do by calculating and entering a spring stiffness value or reduced stiffness of members which you have to calculate manually so for this case I am considering a beam which is fixed at both ends and carrying a UDL of 15 kilo Newton per meter so the length of beam is assumed is 5 meter to avoid the self weight of section I would just change the density of existing material to zero by modifying the material properties and defined in each section so first let me click to the new module so I will select metric SI system okay as I am selecting the length of beam is 5 meter so I just need only two gridlines in x and y direction 5 meters 5 meters these things are optional click OK I dont want to argue so we work in 3d view go to the define menu select material properties notify show material
