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Re: Moment Footing w/ No Vert. Load

• To: <seaint(--nospam--at)seaint.org>, seaint(--nospam--at)seaint.org
• Subject: Re: Moment Footing w/ No Vert. Load
• From: Neil Moore <nmoore(--nospam--at)innercite.com>
• Date: Tue, 16 Sep 2003 10:29:48 -0700

```Aarron:

```
Just draw a free-body diagram. Guess at the first spread footing size, which will give you a weight plus whatever your post and pier weighs. Easy to set up on a spreadsheet. Keep adjusting the footing size until you have a good factor of safety and your soil bearing pressure is under whatever your soil engineer has provided you with. What you will end up with is a overturning moment (about the bottom of the footing) and a resisting moment (about one edge of the footing). From there you can get more sophisticated, such a modeling with springs if you think that the structure warrants this.
```

Neil Moore, S.E.
neil moore and associates

```
I know a lot of fellows are suggesting drilled piers, but they might not work is you have might have rock just a few feet down from the ground surface. We've run into this situation a few times in this last year. Also had problems where the ground water came to the surface.
```

At 04:30 PM 9/16/2003 +0000, Aaron Moore wrote:
```
All the references I've seen for spread footings resisting moment use the vertical load to calculate eccentricity. I need to design a footing for a post that will have a lateral load only (from a cable at the top).
```
```
Can someone describe or give reference to a methodology for this case? I plan on a rectangular footing with a pier.
```
Thanks.

_________________________________________________________________
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