Ansys Case study 3.6

In this tutorial, I demonstrate how to model and analyze a two-storey structural steel frame using ANSYS Workbench. The case study investigates the deformation and stress response of a steel framing system subjected to a uniformly distributed line load of 50 kN/m applied at the second floor level. The video covers the complete workflow from geometry setup to interpretation of simulation results. What is covered in this tutorial: • Geometry creation of the two-storey steel frame • Assignment of structural steel material properties • Definition of W356 × 171 I-beam section • Application of supports, boundary conditions, and line pressure loading • Meshing strategy in ANSYS Workbench • Solution of total deformation and equivalent stress results • Discussion of structural response and result interpretation Model details: • Material: Structural steel • Line pressure: 50 kN/m • I-beam section: W356 × 171 • Beam depth: 355.6 mm • Flange width: 171.5 mm • Web thickness: 11.5 mm • Flange thickness: 7.3 mm This tutorial is intended for students, researchers, and engineers working in finite element analysis, structural mechanics, and ANSYS-based structural simulation. If you found this tutorial useful, please like the video, subscribe to the channel, and share it with others interested in structural analysis. #ANSYS #ANSYSWorkbench #FiniteElementAnalysis #StructuralEngineering #SteelStructure #FEA #StructuralAnalysis