I have modelled a steel frame height and wide is 4 m. bases of coloumn are 400 mm , steel element , density 8036.56 kg / m3 .
and I have used shell element of 5mm thickness. but in analysis result when i am increasing the area ao meshing the areas I am getting different result and above all result is not converging. Please help me out any one ...
thank you
and I have used shell element of 5mm thickness. but in analysis result when i am increasing the area ao meshing the areas I am getting different result and above all result is not converging. Please help me out any one ...
thank you