Hi everyone, I am working on a hoarding design (approx 100m long), and I have to include an access gate in the centre. I am applying Eurocode 1, section 7.4,.1 (free standing walls and parapets)
I was wondering how others deal with the wind load zones (A,B,C,D) at access points. The normal...
Hi all, I have a couple of questions regarding the effective bearing area, and foundation depth for pad foundations.
1. With regard to the critical depth of the pad foundation. I have concluded the following, and was wondering if this seems reasonable, or are there other methods that can be...
I have been asked to design a "temporary pad foundation", for 4 support towers used to support some formwork. Due to the temporary nature, their preference is for plain concrete.
My issue is that there doesn't seem to be a straight forward way to implement the Eurocode 2, for punching shear on...
