10-28-2010, 09:55 AM
I also agree to with coment of yly8 that sofistik is very powerfool for analysis and design of steel, reinforced concrete, post tensioned, mix, etc, regarding to EC, but is not so user friendly.
One weak point is that he simplify models so much via discretizing them in one dimensional elements( beam bridges ).
One weak point is that he simplify models so much via discretizing them in one dimensional elements( beam bridges ).
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