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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 />42 6 D + 0.45W1 + 0.75S <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 />41 5 D + 0.60W5 <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 />40 5 D + 0.60W4 <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 />39 5 D + 0.60W3 <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 />38 5 D + 0.60W2 <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 />37 5 D + 0.60W1 <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 />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 />No.Settings Value Unit To Solve <br />CO