EG7006 2425 T1_Non-linear finite element analysis Elasto-plastic modelling of steel frames_Assignment 3

EG7006 2425 T1 Advanced Structural Engineering Modeling Strategy – Assignment 3 Non-linear finite element analysis GROUP 3: Elasto-plastic modelling of steel frames FORMATIVE ASSIGNMENT 3: Non-linear finite element analysis GROUP 3: Elasto-plastic modelling of steel frames A steel frame is needed for a warehouse. The frame comprises a single bay plane portal frame of span L. The frame has two columns of height H and two inclined