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Consider in Static, Stability and Modal Analysis <br />Member Types <br />Nodal Supports <br />Surfaces <br />Members <br />Sections <br />Materials <br />Partial Safety Factor γM <br />Assigned to <br />1 Structure Modification 1 <br />No.Description Value Comment <br />Mod. <br />Deactivate surfaces enabled <br />Deactivate support on members enabled <br />Deactivate support on lines enabled <br />nodes <br />Object selection for deactivate support on OS1 <br />Deactivate support on nodes enabled <br />Deactivate solids enabled <br />Deactivate support on surfaces enabled <br />Deactivate members enabled <br />1 Structure Modification 1 <br />No.Description Value Comment <br />Mod. <br />10,12-15 1 - Global XYZ <br />2 | Fixed <br />No.Nodes No.Coordinate System Cu,X Cu,Y Cu,Z Cφ,X Cφ,Y Cφ,Z <br />Support Translation Spring [kip/ft]Rotation Spring [kipft/rad] <br />Assign to all COs without assigned Imperfection Case <br />Assigned to Load Combinations <br />Assigned to Load Cases <br />Imperfection Case Type LoI Local Imperfections <br />Is Active <br />1 LoI <br />No.Name Symbol Value Unit <br />Case Parameters