Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations cowski 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
Jul 30, 2007
322
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?
 
Replies continue below

Recommended for you

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