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10-20-2011
03:33 AM
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Hi
I would like to use timber design i RSA 2012.
I have done a test of a simple beam and compared RSA calculations to our Excel-spredsheets. The calculations in RSA seems to be ok, but I cant find any check for shear in the calculation note.....
Does RSA perform code-control for shear for timber members (columns/beams) ? If not,; why not? If so, why does it not show on my calculation note?
Thanks in advance
- Hallvard
Solved! Go to Solution.