stiffness calc _v2r1

8/16/2019 Stiffness Calc _v2r1

1/16

Stifness Value Calcuation

Es = 220 + (11*N) in kg/cm2

B = width of Pile

Es = Soil Modlos

!" = moment of ine#ti$ of mem%e#

fo#m &'""oloni$'s "#esented P$"e#

1 = Stines $le fo# ,#st node

n = Stines $le fo# l$st node

i = Stines $le fo# inte#medi$te node

Diaphragm wall : (Intermediate)

conc g#$de -0 N/mm2

Si.e of $ll (width) B 000 mm P$nel idth nde# conside#$tion

(&e"th) 1100 mm hickness of Section"oission #$tio 03 (fo# Soil)

&eck leel 4314 5&

E" 666

!" 2740000000 mm-

leel de"th (m) N Es=220+(118N) N/mm2

k1 91234 173:4 2- -73-;0-

k2 91- 1


2/16

k7 92134 2:3:4 1 4430-1

k; 9234 2;3:4 : ;


3/16

k1- 9213;2 2:342 1 4430-1

k14 922 27314 : ;


4/16

k; 9434 1034 2 -:3-01

k< 9:3;4 12 0 43


5/16

si N/mm2 i N/mm i kN/m

:2372 -;-723447 -;-723447

:2372 ;1423110 ;1423110

43274 --;4;3


6/16

7734-2


7/16

4


8/16

-


9/16

Stifness Value Calcuation

Es = 4(N+14) in kg/cm2

B = width of Pile

Es = Soil Modlos

!" = moment of ine#ti$ of mem%e#

fo#m &'""oloni$'s "#esented P$"e#

1 = Stines $le fo# ,#st node

n = Stines $le fo# l$st node

i = Stines $le fo# inte#medi$te node

Diaphragm wall : (Intermediate)

conc g#$de -0 N/mm2

Si.e of $ll (width) B 000 mm P$nel idth nde# conside#$tion

(&e"th) 1100 mm hickness of Section"oission #$tio 03 (fo# Soil)

&eck leel 4314 5&

E" 666

!" 2740000000 mm-

leel de"th (m) N Es = 4(N+14) in N/mm2

k1 91234 173:4 2- 1


10/16

k- 917 22314 20 1731:74

k4 91;34 23:4 1 137-

k: 920 24314 -1 273-:;

k7 92134 2:3:4 1 2234:

k; 9234 2;3:4 : ;324<

Pile -D ridconc g#$de -0 N/mm2

di$ of "ile 1000 mm

"oission #$tio 03 (fo# Soil)

&eck leel 4314 5&

E" 666

!" 666

leel de"th (m) N Es = 4(N+14) in N/mm2

k1 9:3;1 113


11/16

k; 9123;2 17342 2- 1


12/16

k1 4314 0 14 1-3714

k2 3:4 134 21 173:4;

k 2314 12 132-4

k- 03:4 -34 2; 2130


13/16

si N/mm2 i N/mm i kN/m

232


14/16

213


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1;3


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stiffness calc _v2r1

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