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Entire/Portion of critical section is beyond the footing
SlideRuleEra, lowlydirtguy, ERV, BigH: Thank you for your excellent tips. I confirmed the "no reinforcement" and "increase allowable soil pressure" threads. I still have to confirm the "increase minimum steel" and "ACI 318 Chapter 11" before I'm happy. 2469 is over exact, but I like to...- samjr
- Post #7
- Forum: Foundation engineering
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Entire/Portion of critical section is beyond the footing
This is my first time post, I have simple question. I have been asked to make thicker shallow footings for a gravel wash plant. The footings will have a larger mass to prevent wheel loaders from digging them out or pushing them. ------ Here are my parameters: 12 in column 50k load depth 12...- samjr
- Thread
- Replies: 6
- Forum: Foundation engineering
