- #1
geeth sankalpa
- 1
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I am using Abacus 6.13 for development of FEM for test setup on shear capacity of cold formed steel section. it has some complicated interactions with those interaction only solid section model gives answers.but with web openings on section it has convergence problems. i tried with different mesh sizes.it works with 30*30 mm mesh.are there any method to analyse this kind of models with 5*5 mesh type.