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Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.4 DS2 - Section 2.4 (ASD), 1. to 7. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />36 3 D + Lr <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.4 DS2 - Section 2.4 (ASD), 1. to 7. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />35 3 D + S <br />Definition type Final State <br />Initial state case Tp LC1 <br />Design Situation 2.4 DS2 - Section 2.4 (ASD), 1. to 7. <br />Static analysis settings SA1 - Large deformations | Newton-Raphson | 500 | 1 <br />Associated standard ASCE 7 | 2016 <br />Analysis type Static Analysis <br />34 1 D <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 />33 5 0.90D + W5 <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 />32 5 0.90D + W4 <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 />31 5 0.90D + W3 <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 />30 5 0.90D + W2 <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 />29 5 0.90D + W1 <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 />28 4 1.20D + W5 + 0.50Lr <br />No.Settings Value Unit To Solve <br />CO