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Hi Forum,
I have discovered that updating a section database is impossible..
I have created a library of box sections to enable auto steel design, however, when I click on the calculation print out from a steel member check, I can see that they have not taken account of the correct flange and web thickness!!
This I believe is because the section database is not being updated in steel autodesign. I have already tried numerous methods of trying to update it but failed!
some help is greatly appreciated! if robot does not know what the flange or web thickness is.. then how would it know which steel class it belongs to? formulas for class 1 .. class 2 .. class 3.. class 4 equations are different and can give substantially different moment capacities etc..
the box section that i imported as a dxf file to be used in autodesign
i manually changed the section to a type 91 shape and i already gave the flange thickness and web thickness then saved.. but somehow this is not being updated in steel autodesign
members that currently have this section
the flange thickness and web thickness is not showing the correct value in autodesign
kind regards
Jasmine
Solved! Go to Solution.