هذا البرنامج يقوم بحساب الاتي :

1-مكان الzero shear

2-اقصي عزم (Max) و نحن نعلم ان اقصي عزم يكون عند الzero shear

3-عزم الخضوع (My)

4- يقوم بتحديد نوعية الsheet pile هل هو قصير او طويل او متوسط الطول يمكنكم تنزبل البرنامج من خلال هذا الرابط

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و يمكنكم زيارة الموقع للحصول علي مزيد من المعلومات

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sheet pile program individual into two 4 parts:

1-free head sheet pile for (c-soil)

2-fixed head Sheet pile for (c-soil)

3-free head sheet pile for (fai-soil)

4-fixed head sheet pile for (fai-soil)



sheet pile program can calculate :

1-Lateral load (Pu)

2-Locate Zero Shear

3-Maximmum moment (Mmax at Zero Shear)

4-Moment of inertia (Ix)

5-Yield Moment (My)

6-Define the type of sheet pile is it:

Long or Short Or intermideate



Theory of resolving problem :

-first freehead sheetpile:

when the program is starting resolving the problem it starting resolve freehead sheetpile as short sheetpile in this case

if My>Mmax then the computer will define sheet pile as short freehead sheetpile and end the program

but if My
-second fixedhead sheetpile

when the program is starting resolving the problem it starting resolve fixedhead sheetpile as short sheetpile in this case

if My>Mmax so the program will solve it as short fixedhead sheetpile and the computer will end running program

if My
so if My>Mmax in this case the computer will end the problem an d define fixedhead sheetpile as intermidiate fixedhead sheetpile

in another case if My


so what does the program do?

when the computer start running the program it starts to calculate the value of My and that is a constant value

and calculate the value of Mmax and that is variable value

and the definition of sheetpile will depend on the value of Mmax



Case Mmax My Status of program Definition

1
2 > Running intermidiate

3
4 > Running long



case1:

if Mmax


case2:

if Mmax in case 1 greater than MY then the program will still running and will definition sheet pile as intermidiate sheet pile



case3:

if Mmax in case2 less than My then the program will stopped and will definition sheet pile as intermidiate sheet pile



Case4:

if Mmax in case2 still greater than My then the program will still running and will definition sheet pile as long sheet pile



so what is the different between freehead and fixedhead sheetpile ?

freehead has two phases only :short and long sheet pile

fixedhead has three phasses :short,intermidiate and long sheet pile



Is there different of theory of solve c-soil and fai-soil?

there is different and no different how?

no differnt of the phases

freehead c-soil has 2phase like freehead fai-soil (short,long)

fixedhead c-soil has 3phase like fixedhead fai-soil (short,intermidiate,long)

so What is the different ?

the differene is in the distribution of soil stress

in c-soil the the distribution soil stress is rectangular

but in fai soil the distribution soil stress is triangular