Recent content by Craig91

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...