samaan123
2009-10-15, 12:46 PM
if you want to have adiscount please try to visit this site:
http://3sheetpile.co.cc
you can download this progrom from this link:
http://3sheetpile.co.cc/SheetPile/SheetPile.rar
warnning :this program run on winxp only
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<Mmax then the computer will solve the problem as long freehead sheetpile
-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<Mmax so the program will sove the problem as intermidiate pile and it will get another value of Mmax less than the value that we have it before when we solved the problem as short sheetpile
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<Mmax then the computer will still running the program and will define fixedhead sheetpile as long fixedhead sheetpile in this case the computer will decrease value of Mmax than before and Mmax will equal to 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 < Stopped Short
2 > Running intermidiate
3 < Stopped intermidiate
4 > Running long
case1:
if Mmax<My then the program will stopped and will defintion sheet pile as short sheetpile
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
for more information you can visit
http://3sheetpile.co.cc
warnning :this program run on winxp only
http://3sheetpile.co.cc
you can download this progrom from this link:
http://3sheetpile.co.cc/SheetPile/SheetPile.rar
warnning :this program run on winxp only
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<Mmax then the computer will solve the problem as long freehead sheetpile
-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<Mmax so the program will sove the problem as intermidiate pile and it will get another value of Mmax less than the value that we have it before when we solved the problem as short sheetpile
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<Mmax then the computer will still running the program and will define fixedhead sheetpile as long fixedhead sheetpile in this case the computer will decrease value of Mmax than before and Mmax will equal to 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 < Stopped Short
2 > Running intermidiate
3 < Stopped intermidiate
4 > Running long
case1:
if Mmax<My then the program will stopped and will defintion sheet pile as short sheetpile
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
for more information you can visit
http://3sheetpile.co.cc
warnning :this program run on winxp only