jheidt2543
Civil/Environmental
- Sep 23, 2001
- 1,469
RE: Question on 1996 AISI Cold Formed Design Manual
On page VI-107 of the Commentary in the above manual, at the top of the page there is a series of equations to satisfy for tilt and bearing stress.
There are two equations for the condition where t2/t1>2.5
There are three equations for the condition where t2/t1<1.0
What governs the situation where 1.0 < t2/t1 < 2.5? Or does that never happen?
On page VI-107 of the Commentary in the above manual, at the top of the page there is a series of equations to satisfy for tilt and bearing stress.
There are two equations for the condition where t2/t1>2.5
There are three equations for the condition where t2/t1<1.0
What governs the situation where 1.0 < t2/t1 < 2.5? Or does that never happen?