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

Pile deflection carrying lateral loads

Status
Not open for further replies.
nitin36537

nitin36537

Civil/Environmental
Joined
Feb 16, 2001
Messages
60
Location
IN
As per tomlinson book deflection at head of fixed headed pile is y=H(e+Zf)^3/(12EI)

Above is for single pile only Or can be use for group of piles connected with Pile cap ?

I am using this for 5 nos (1200mm dia) concrete piles connected with pile cap 2500mm depth. Pile spacing is 3600mm. I am calculating equivalent I(moment of inertia) and using above formula. Is it correct?


For above problem fixity depth is 30m. What is the maximum deflection permitted ?

Thanks
Nitin
 
Status
Not open for further replies.

Similar threads

jochav52802
  • Question Question
Pile-to-Pile Cap Lateral Shear Breakout Calculation
Replies
3
Views
674
HTURKAK
HTURKAK
mte12
  • Locked
  • Question Question
Allowable lateral deflection bored/CFA piles
Replies
6
Views
1K
mte12
mte12
pelelo
  • Question Question
Lateral stiffness being requested by Structural engineers
Replies
4
Views
9K
HTURKAK
HTURKAK
pelelo
  • Question Question
Auger cast pile with no rebars
Replies
8
Views
8K
dik
dik
Boiler106
  • Question Question
Augercast Pile Minimum Diameter for stability
Replies
4
Views
3K
ANE91
ANE91

Part and Inventory Search

Sponsor

Back
Top