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!

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

Restrained force-Pole embedment

Status
Not open for further replies.

dgkhan

Structural
Joined
Jul 30, 2007
Messages
322
Location
CA
Using Enercalc for Pole embedded in soil, gives restraining force if pole is restained with cocnrete floor etc. How to manually cross check this force?
 
dgkhan,

Would diameter of pole x Area of contact w/ concrete x design compressive strength of concrete do it?

d x A x f'c

You may need to use a reduction factor for f'c (typically 0.85) and/or an arching effect multipiler for d (typically 2-3).

Hope this helps.

Jeff
 
Force at the concrete level should be the sum of your lateral P force at the top of the pole plus your passive pressure against the pole and footing under the slab level.

Remember, for a pole barn, 2X the IBC table values of passive pressure are allowed since more deflection is permissable.

Mike McCann
McCann Engineering
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top