I'm designing a steel roof structure using Robot 2012 x64 on Win7. When designing steel connections (column base) the program seems to confuse tensile and compressive forces. I've attatched screen captures from a test I've made. When calculating the connection with pure compression, the results are given for tensile capacity.
Am I missing something vital, or is there an error in Robot?
Solved! Go to Solution.
Please download and install Service Pack 1+2 Hotfix
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