XR250
Structural
- Jan 30, 2013
- 5,923
I have a customer who wants to support his 7 ft. long deck post on a 5 ft. tall 12”Ø concrete pier on top of a square spread footing. The footing has already been placed and is 8” below grade. The deck is braced by the house so there are no lateral loads on the post. My experience is that these systems don’t like to stay plumb and are very sensitive to the soil conditions. The soil in this spot is reportedly hard-pan clay. What overturning design loads would you design for? For starters I was going to use 2% of the column axial load as a lateral load at the top of the pier. Then I was going to assume some reasonable amount of eccentricity. In the past, I have always just shown a huge footing. In this case, a 24x24 footing already exists. I may just tell them “NO” and run the darn post down to the footing or use a very short pier.
Thanks
Thanks