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Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />27 4 1.20D + W4 + 0.50Lr <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />26 4 1.20D + W3 + 0.50Lr <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />25 4 1.20D + W2 + 0.50Lr <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />24 4 1.20D + W1 + 0.50Lr <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />23 4 1.20D + W5 + 0.50S <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />22 4 1.20D + W4 + 0.50S <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />21 4 1.20D + W3 + 0.50S <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />20 4 1.20D + W2 + 0.50S <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />19 4 1.20D + W1 + 0.50S <br />No.Settings Value Unit To Solve <br />CO