Hi,
Does anyone know if Staad can cope with multiple support conditions within the same model. We do a lot of work on large steel welded modular structures which have 3 or four support conditions throughout their fabrication, sea transportation, lift condition and final in-place foundation...
Hmmmm. How embarrassing. Cheers wannabeSE. English engineer here having to work to work to American codes as they are standard in the UK offshore industry!
Hi,
New to this so hopefully I've posted in the correct area.
In the 14th edition of the AISC's Steel Construction Manual, section 9-10 (connections) gives a formula which allows you to calculate the minimum plate thickness required to eliminate prying (tmin).
The formula uses the ultimate...
Hi,
New to this so hopefully I've posted in the correct area.
In the 14th edition of the AISC's Steel Construction Manual, section 9-10 (connections) gives a formula which allows you to calculate the minimum plate thickness required to eliminate prying (tmin).
The formula uses the ultimate...
