Hi All,
I'm doing a quick strut and tie analysis and ran into an issue with the numbers that I can't seem to get my head around.
See attached rough hand calcs.
I'm working out the stresses at a non-hydrostatic node, in my first trial I have a support width of 282.3 mm. I work out the...
Hi all,
I was wondering if anyone was aware of any reference to the effective stiffness of a slender steel section in AS4100.
AS4100 covers element slenderness for capacity calculations, but I cannot seem to find any reference to the effective stiffness to use when calculating deflections...
Hi all,
I've been asked to review my firm's current engineering software and recommend any potential new software for purchase.
We are based in Sydney, Australia and mainly work on higher end residential and the odd low-rise multi-res amongst other odds and ends. We currently run SPACEGASS...