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 from define panel, section properties, link support properties, from link / support type chose nonlinear The value of the curve is from reese book
Amazing tutorial friend
ممتاز .... جزاك الله خيرا
Very good video Dr. Ahmad! Please post more videos like this!
Thank you, Majdi
thank you Ahmed, v good tutorial...
Thank you very much
thank you
Thanks for the great tutorial. I'm wondering why don't we have the p-y curves here?
Can you post an example using LRFD load inputs? And a distributed load?
Do you know how can I include shear deflections (Timoshenko) in LPILE?
Amazing tutorial engineer, but do have the program cracked?
What is difference b/w LFRD and Conventional Analysis mode??
Dear Eng Ahmed, can you send me the link of Lpile 2019 (your version), thanks.
Sir i want to know can we analysis lateral pile on slope.
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
how did you assign non linear spring in sap2000? and how did you get that value?
@@kushaal007 from define panel, section properties, link support properties, from link / support type chose nonlinear
The value of the curve is from reese book