Issues in SW6-3.1 version
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After upgrading to version SW6-3.1 and conducting calculations, it was found that some of the foundation bolts for the tower were much larger than what had been calculated earlier. In other words, when using SW6-3.1 to check the foundation bolts of the existing tower, all of them were found to be Unqualified This is strange, as NB/T47041-2014 has not yet been updated – so why is there such a significant change in the calculation results using SW6? What is the reason?
How could this happen? I’ll give it a try too.
It has been upgraded! In the first edition, the eccentric bending moment is off by two orders of magnitude; please check
There was an issue with the calculation of eccentric bending moment in the original version. I asked the equipment control center, and they have an updated version of the software available on their website; simply download and install it again
The bug has been fixed; the new version takes precedence