Good Morning All,
I'm designing a residence in a cold climate that is requesting a FPSF with a monolithic poured concrete floor slab. The soils are not expansive and the risk for movement is low. The soils report does not specify a structural slab. However, should I consider this condition...
Good Day All,
I've been circling around on this design for a while now. I have read a few of the forum posts on it and done the analysis a couple of different ways. When working with residential, lightly loaded helical piles it has been asserted that the most common execution of these piles is...
Hello All,
I was curious if there some suggestions for wrapping 10-12" I-Beams with 12-14" logs. I am replacing an existing exterior deck structure that is currently made out of logs and failing. We have opted to replace it with a steel skeleton and wrap it with logs to re-create the original...
