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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 />54 7 0.60D + 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 />53 7 0.60D + 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 />52 7 0.60D + 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 />51 6 D + 0.45W5 + 0.75Lr <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 />50 6 D + 0.45W4 + 0.75Lr <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 />49 6 D + 0.45W3 + 0.75Lr <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 />48 6 D + 0.45W2 + 0.75Lr <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 />47 6 D + 0.45W1 + 0.75Lr <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 />46 6 D + 0.45W5 + 0.75S <br />No.Settings Value Unit To Solve <br />CO