Timeline for Concrete Pier/Footing design question
Current License: CC BY-SA 4.0
4 events
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| Feb 25 at 19:21 | comment | added | Derek | Thanks for the reply CrazyArm. I agree your suggestion is definitely the preferred form design for a large form and I have indeed seen this method numerous times while researching. Considering my piers are so small/short, I'm hoping to get away with just the overlapped strapping. | |
| Feb 23 at 19:38 | comment | added | popham | Using quick, very conservative assumptions (even for SPF, although I guess this is Doug Fir), I get a 0.01" max deflection and 80% demand/capacity ratio for strength. The fabricated form systems that look like your detail tend to be designed to scale way up to much taller than 2 ft. | |
| S Feb 23 at 18:59 | review | First answers | |||
| Feb 23 at 19:12 | |||||
| S Feb 23 at 18:59 | history | answered | CrazyArm | CC BY-SA 4.0 |