Thank you for the video, it is helpful. I have been trying to build a model for a continuous steel bridge with different thicknesses for top and bottom flanges but I still couldn't conduct the analysis successfully. I created shell parts for the web and many for the flanges (with different thicknesses), but still, it didn't work. Is there any mistake in my way of doing things? Should I use solid instead of shell parts? Is there any tutorial for similar cases or any website or forum that might help?
Just a quick note. You're overall depth doesn't match your girder definition. If you are using a middle surface shell offset for your section definition then your top flange line would be at 680 not 670 if you want an overall depth of 690. You have it modeled with an overall depth of 680. Food for thought
Thank you for the video, it is helpful.
I have been trying to build a model for a continuous steel bridge with different thicknesses for top and bottom flanges but I still couldn't conduct the analysis successfully.
I created shell parts for the web and many for the flanges (with different thicknesses), but still, it didn't work.
Is there any mistake in my way of doing things? Should I use solid instead of shell parts?
Is there any tutorial for similar cases or any website or forum that might help?
Just a quick note. You're overall depth doesn't match your girder definition. If you are using a middle surface shell offset for your section definition then your top flange line would be at 680 not 670 if you want an overall depth of 690. You have it modeled with an overall depth of 680. Food for thought
sir from where to download .step file