Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • 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: steven007
  • Content: Threads
  • Order by date
  1. steven007

    LATERAL CONCRETE PRESSURES ON FOUNDATIONS

    IF I HAD A 2METRE DEEP X 450 WIDE OPEN TRENCH FILL FOUNDATION AND I POURED GEN 1 CONCRETE INTO IT, HOW MUCH LATERAL PRESSURE WOULD BE FORCED UPON THE SIDES OF THE EXCAVATION? THANK YOU GENTLEMEN

Part and Inventory Search

Back
Top