Problem (1) Use the S-Frame software to model the spring assemblages shown below. Run the computer models to predict the total wall support reaction(s) due to the gradually increased displacements (6) applied at the right end of the spring assemblage(s). Consider a displacement () ranging between 10 mm and 100 mm, with 10 mm increment. Also, plot a x-y curve of the increased displacements () against the corresponding total wall support reaction(s) predicted by the computer model for each spring assemblage (20 Marks) k 2.0 kN/mm k 2.0 kN/mm k = 2.0 kN/mm 45 k 2.0 kN/mm 2 45 k 2.0 kN/mm Assemblage (1) Assemblage (ll) Problem (1) Use the S-Frame software to model the spring assemblages shown below. Run the computer models to predict the total wall support reaction(s) due to the gradually increased displacements (6) applied at the right end of the spring assemblage(s). Consider a displacement () ranging between 10 mm and 100 mm, with 10 mm increment. Also, plot a x-y curve of the increased displacements () against the corresponding total wall support reaction(s) predicted by the computer model for each spring assemblage (20 Marks) k 2.0 kN/mm k 2.0 kN/mm k = 2.0 kN/mm 45 k 2.0 kN/mm 2 45 k 2.0 kN/mm Assemblage (1) Assemblage (ll)