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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 />45 6 D + 0.45W4 + 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 />44 6 D + 0.45W3 + 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 />43 6 D + 0.45W2 + 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 />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 />No.Settings Value Unit To Solve <br />CO