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1,6-8 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 <br />XYZ <br />1 Initial Sway Absolute YL 1 - Global <br />No.No.Imperfection Type Definition Type Direction C. System Options Comment <br />Members Categories <br />Distance B relative B 100.00 % <br />Distance B absolute B 328.083990 ft <br />Distance A relative A 0.00 % <br />Distance A absolute A 0.000000 ft <br />Initial sway δ0 25.000 in <br />1 Initial Sway | Absolute | 1 - Global XYZ | YL | δ0 : 25.000 in <br />No.No.Name Symbol Value Unit Options <br />Members Parameters <br />Self-weight mode for geotechnical analysis Normal <br />Action category Tp Self-straining force, permanent <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />1 Tp Prestress <br />No.Settings Value Unit To Solve <br />LC <br />Legend <br />Imperfection over total <br />length of Member <br />Legend <br />Imperfection over total <br />length of Member