Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: samjr
  • Order by date
  1. samjr

    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...
  2. samjr

    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...

Part and Inventory Search