Thanks for replies.
With regards to Soil resistance is the following correct:
Using my calculated load of 8kN acting on the foundation. So I have 8000N spread over a face surface area of 300 x 500mm (width of footing x depth of concrete column). = 0.053 N/mm^2
Therefore the Soil Shear...
Hello new to the forum.
I'm a builder by trade and enjoy studying the concepts behind the things I build.
My problem is:
A typical concrete post and base panel with a wooden fence. Unit mass approximately 350kgs including the foundation concrete around the posts.
2.0m wide x 2.0m above...