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Generated by Design Situation No. 2 <br />Generated load combinations 52-56 <br />Design Situation 2.4 DS2 - Section 2.4 (ASD), 1. to 7. <br />Associated standard ASCE 7 | 2016 <br />36 7 0.60D + 0.60W <br />Generated by Design Situation No. 2 <br />Generated load combinations <br />Design Situation 2.4 DS2 - Section 2.4 (ASD), 1. to 7. <br />Associated standard ASCE 7 | 2016 <br />35 7 0.60D <br />Generated by Design Situation No. 2 <br />Generated load combinations <br />Design Situation 2.4 DS2 - Section 2.4 (ASD), 1. to 7. <br />Associated standard ASCE 7 | 2016 <br />34 6 D + 0.75Lr <br />No.Settings Value Active <br />AC <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 />6 3 1.20D + 0.50W5 + 1.60S <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 />5 3 1.20D + 0.50W4 + 1.60S <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 />4 3 1.20D + 0.50W3 + 1.60S <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 />3 3 1.20D + 0.50W2 + 1.60S <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 />2 3 1.20D + 0.50W1 + 1.60S <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 />1 1 1.40D <br />No.Settings Value Unit To Solve <br />CO