Analysis of laterally loaded piles- Lateral Pile Capacity- Ensoft LPile

Contacts:
Email: [e-mail]
Facebook: / fouadhusseingeotechnic...
LinkedIn: / fouad-hussein

[@hhkkhkk8202]

Amazing tutorial friend

[@ahmedabdelbaset7332]

ممتاز .... جزاك الله خيرا

[@majdiflah]

Very good video Dr. Ahmad! Please post more videos like this!

[@dr.ahmedfouadhussein277]

Thank you, Majdi

[@user-jh9ud1gf2v]

thank you

[@mohamedelhaddiabidi1571]

thank you Ahmed, v good tutorial...

[@dr.ahmedfouadhussein277]

Thank you very much

[@shahriarkhorami3495]

Thanks for the great tutorial. I'm wondering why don't we have the p-y curves here?

[@pastaman22]

Can you post an example using LRFD load inputs? And a distributed load?

[@kmilohack1]

Do you know how can I include shear deflections (Timoshenko) in LPILE?

[@doc7798]

Amazing tutorial engineer, but do have the program cracked?

[@rajsree8532]

What is difference b/w LFRD and Conventional Analysis mode??

[@mohamedelhaddiabidi1571]

Dear Eng Ahmed, can you send me the link of Lpile 2019 (your version), thanks.

[@niteshthakur2644]

Sir i want to know can we analysis lateral pile on slope.

[@ahmedzyan9511]

I am trying to model lateral loaded pile in sap2000 using nonlinear spring to define p-y curve for soil but i have a different results than L-pile when i compared the moment and shear , if there is any reference to model piles on sap2000 or any other FE Software to make sure the model is correct it will be great

[@kushaal007]

how did you assign non linear spring in sap2000? and how did you get that value?

[@ahmedzyan9511]

@@kushaal007 from define panel, section properties, link support properties, from link / support type chose nonlinear The value of the curve is from reese book