Hi all,
I'm working to Australian Standard AS 5224 which is based upon ISO 20332. I'd like to check the originating standard's version of equation 67 but don't have access to a copy of the 2018 version which has a modification to that equation.
Further to that, if anyone can point me in the...
I'm trying to do an LTBeamN buckling check of a stacked column arrangement and I've got this error. Does anyone know what it means - I can't make head nor tail of the French manual to try and sort it out. Sections are property specified:
h: 280
A: 5726.2
Iy: 3.78E+7
Iz: 3.78E+7
It: 3.784E+7...
Does anyone know if the d term of the equation given in 5.14.5 to refers to the beam depth or the critical flange width?
Furthermore, it seems counter-intuitive to me that as you increase the slenderness ratio of the stiffener, alpha-t approaches zero and therefore the requirement for the Is...
Someone floated a project the other day which involved refurbishing a used item of plant for a customer who has no loading history for it. The plant structure can be considered to be fatigue sensitive and some anecdotal evidence suggests that maybe at some point someone was actually concerned...
Clause 4.3 doesn't specifically provide a slenderness limit for edge supported plates under non-uniform tension or compression. For example, a web with compression at one edge and tension at the other. Similarly, AS 4100 specifies slenderness limits for such a case but doesn't provide a...
