factory-fit
3rd November 2010, 09:17 AM
Just updated to 5.41b
Designing a mezzanine
Input loads into two primary beams, got end reactions of 26.92 dead, 113.33 live, unfactored.
used 'bring forward' to add the primary beam loads into top plate of a 3.56m long SHS column, as normal
Used 'Select lightest' for column section
Got 160x160x6.3 with stress ratio of 0.912
Note at bottom says "Member fails in combined compression and bending"
Everything else says the column is OK.
Hope this can be fixed quickly, otherwise may have to revert to earlier version, if stored?
Cheers
Kevin Armstrong
Designing a mezzanine
Input loads into two primary beams, got end reactions of 26.92 dead, 113.33 live, unfactored.
used 'bring forward' to add the primary beam loads into top plate of a 3.56m long SHS column, as normal
Used 'Select lightest' for column section
Got 160x160x6.3 with stress ratio of 0.912
Note at bottom says "Member fails in combined compression and bending"
Everything else says the column is OK.
Hope this can be fixed quickly, otherwise may have to revert to earlier version, if stored?
Cheers
Kevin Armstrong