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Consider x and y independently <br />Self-weight mode for geotechnical analysis Normal <br />Self-weight - Factor in direction Z -1.000 -- <br />Self-weight - Factor in direction Y 1.034 -- <br />Self-weight - Factor in direction X 1.034 -- <br />Action category Qe Effects of horizontal earthquake forces <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />13 Qe Seismic <br />Self-weight mode for geotechnical analysis Normal <br />Definition type Final State <br />Initial state case Tp LC1 <br />Action category Lr Roof live load <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />12 Lr Live Load <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 />11 W Wind @ 270 <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 />10 W Wind @ 180 <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 />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />9 W Uplift <br />No.Settings Value Unit To Solve <br />LC <br />Use experimental data for static analysis <br />Input data from experiment <br />Wind direction around Z-axis (clockwise)α 180.00 deg <br />Wind profile 1 - According to Standard - ASCE 7 | 2022 <br />10 W Wind @ 180 <br />Use experimental data for static analysis <br />Input data from experiment <br />Wind direction around Z-axis (clockwise)α 90.00 deg <br />Wind profile 1 - According to Standard - ASCE 7 | 2022 <br />8 W Wind @ 90 Deg. <br />Use experimental data for static analysis <br />Input data from experiment <br />Wind direction around Z-axis (clockwise)α 0.00 deg <br />Wind profile 1 - According to Standard - ASCE 7 | 2022 <br />6 W Wind @ 0 Deg. <br />No.Settings Symbol Value Unit <br />LC