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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 />Definition type Final State <br />Initial state case Tp LC1 <br />Action category W Wind load <br />Wind simulation analysis settings WA1 <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Wind Simulation <br />8 W Wind @ 90 Deg. <br />Self-weight mode for geotechnical analysis Normal <br />Definition type Final State <br />Initial state case Tp LC1 <br />Action category W Wind load <br />Wind simulation analysis settings WA1 <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Wind Simulation <br />6 W Wind @ 0 Deg. <br />Self-weight mode for geotechnical analysis Normal <br />Definition type Final State <br />Initial state case Tp LC1 <br />Action category S Snow load <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />3 S Snow <br />Self-weight mode for geotechnical analysis Normal <br />Definition type Final State <br />Initial state case Tp LC1 <br />Self-weight - Factor in direction Z -1.000 -- <br />Self-weight - Factor in direction Y 0.000 -- <br />Self-weight - Factor in direction X 0.000 -- <br />Action category D Dead load <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />2 D Dead Load <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