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Consider x and y independently Self-weight mode for geotechnical analysis Normal Self-weight - Factor in direction Z -1.000 -- Self-weight - Factor in direction Y 1.034 -- Self-weight - Factor in direction X 1.034 -- Action category Qe Effects of horizontal earthquake forces Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 Associated standard ASCE 7 | 2016 Analysis type Static Analysis 13 Qe Seismic Self-weight mode for geotechnical analysis Normal Definition type Final State Initial state case Tp LC1 Action category Lr Roof live load Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 Associated standard ASCE 7 | 2016 Analysis type Static Analysis No.Settings Value Unit To Solve LC Use experimental data for static analysis Input data from experiment Wind direction around Z-axis (clockwise)α 270.00 deg Wind profile 1 - According to Standard - ASCE 7 | 2016 11 W Wind @ 270 Use experimental data for static analysis Input data from experiment Wind direction around Z-axis (clockwise)α 180.00 deg Wind profile 1 - According to Standard - ASCE 7 | 2016 10 W Wind @ 180 Use experimental data for static analysis Input data from experiment Wind direction around Z-axis (clockwise)α 90.00 deg Wind profile 1 - According to Standard - ASCE 7 | 2016 8 W Wind @ 90 Deg. Use experimental data for static analysis Input data from experiment Wind direction around Z-axis (clockwise)α 0.00 deg Wind profile 1 - According to Standard - ASCE 7 | 2016 6 W Wind @ 0 Deg. No.Settings Symbol Value Unit LC Coefficient of height of construction bounding box 1.000 -- Wind tunnel width Σw 89.695294 ft Wind tunnel width coefficient Σw 3.259 -- Wind tunnel width plus length 31.085243 ft Wind tunnel width plus coefficient 1.129 -- Width of construction bounding box 27.524808 ft Coefficient of width of construction bounding box 1.000 -- Wind tunnel width minus length 31.085243 ft Wind tunnel width minus coefficient 1.129 -- Wind tunnel depth Σd 179.390588 ft Wind tunnel depth coefficient Σd 4.228 -- Wind tunnel depth plus length 86.418497 ft Wind tunnel depth plus coefficient 2.037 -- Depth of construction bounding box 42.431713 ft Coefficient of depth of construction bounding box 1.000 -- Wind tunnel depth minus length 50.540379 ft Wind tunnel depth minus coefficient 1.191 -- 6 W Wind @ 0 Deg. No.Description Symbol Value Unit LC