Hello.
I have been assisting in the design of an unrestrained column section which is supported continuously on the bottom flange and subject to a point load (see sketch attached), and would like to calculate the design resistance of the web due to the transverse force.
Currently, I have...
Hello all,
I'm an avid Linkedin doom scroller of all things engineering (sad, I know..). Just wondering what other Engineers thoughts are on the below with more experience in larger (and taller) projects than I?
Background - Steel fixer posting pictures of pre-fixed cages for a high rise...
Firstly, I appreciate that there are a few threads similar to this - but i'm hoping this is a little more specific.
Exam question: At what point (Design moment / utilisation ratio or other) are haunches / haunch bars required on a 90 degree reinforced concrete joint? Either Wall to Wall or...
Hi!
Beginner here with <1 year experience using Finite Element Software. I am wanting to model my own custom connections i.e extended end plate moment connection (more out of curiosity than to be used in anger yet) within SCIA Engineer. To model the 'contact' (from the information readily...
