Hello,
please some advice or guidance how to check the upper chord and lower chord in RSA regarding to the buckling lenth.
Thanks
Solved! Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
Two ways:
1. superbar with 2 elements (4 of them) ; in one direction buckling coeff 1, in second 0.5
2. superbar with 8 bars, then define Internal bracings accordingly and proper coeffs
hello,
please for confirmation and a advice for lower chord.
Thanks
Hello,
is this assumption correct? If not, please some advice
The beam top flange in compression is fully restrained because the concrete slabs are fully grouted and covered with a structural screed.
Thanks
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