Compatability Behaviour on Cold Formed Steel for I Section and C Section in Variable Parameters

This Study represents compatibility on Cold formed steel in I-Section beams and C-section with variable length parameters was 1000mm, 1500mm, 2000 mm under simply supported end condition subjected to uniformly distributed loading. The is of shell type Numerical simulation carried out using the Software ABAQUS. For validation series studies have been numerical model different parameters, such as effect length, width, thickness. CFS various thickness 1mm, 2mm, 3mm 4mm same loading conditions. C-Section uneven flange width 500mm at top bottom 400mm, 300mm, 200mm respectively lengths conditions about 1mm. both Beams Effective Length ranges, MISES(max min) deflections(max were taken for analyse Sections. study gives way finding effective Section by analysis behaviour beam through deflection results variations ABAQUS software Structural more accuracy manner applying meshing finer Element Analyse beam. supporting applied section getting Section. further stability we can use types connection.