Hi guys,
Q: Should I do 2d modelling of a global system or local system for my design?
Background: Im currently doing 2d analysis of a timber building on Microstran for a project in order to get my design actions and check them manually.
What's happening is, I'm separating the structural...
P.S: Dold, Hi, probably a stupid question but I'm just curious on how you'd interpret the static and dynamic forces in Image 6 & 7 when modelling it for your steel frame in RISA 3D.
From what I can understand:
Forces P1 - P4 are directly my tension/compression forces derived from the weight...
Hi Everyone!
Thanks for the really clear advice - it really has removed some of the doubts I was having regarding these unistruts.
And I wholeheartedly agree with you all on not skimping with the steel.
Much thanks again with your valuable feedback.
Cheers!
Hi Everyone,
Thanks in advance for your valuable time and feedback.
A bit of background: I am a junior engineer, fresh out of college, and have been given the opportunity to design a unistrut frame that will carry a ceiling mounted cauterization lab machine weighing 2-tons for a hospital (ref...
