Uplift Calculations 4-11-04

8/9/2019 Uplift Calculations 4-11-04

1/36

Tighter Engineering International Pty LtdLot 31 Old Hume Highway

Alpine NSW 2!

AustraliaTel" #1$2$%&&'$%#&' (a)* #1$2$%&&'$%!2

DRIVING TEST SHOULD BE MADE ON SITE TO ESTABLISH THE TRUE PERFORMANCE OF AN

The following sheets perform calculations to determine the ultimate resistance (i.e. failure load) of vari

The calcualtions are based on the theory presented by Meyerhoff and Adams (eference Meyerhoff !

$The ultimate uplift capacity of foundations$ %anadian !eotechnical #ournal &ol ' o. ov *+,- pp

The 01*232 and 42 anchors have been modelled as rectangular anchors having e5uivalent bearing

The 4,2 and 4**2 anchors have been modelled as circular anchors of e5uivalent bearing area

6n the calculation sheets you can change the soil properties of density7 friction angle and cohesion in

9lots are presented on separate sheets for : clay soils soft7 firm and stiff with cohesions of 27 '2 an

loose7 meduim dense and dense sands7 as well as for an intermediate soil with a cohesion of 2 ;9a

!ary %hapman nd. ovember 22

E$mail wal+had,primu-"+om"au

THE SOIL PROPERTIES USED IN THESE CALCULATIONS ARE TYPICAL FOR THE SOIL TYPESTHEREFORE, THESE CALCULATIONS DO NOT ACCURATELY REPRESENT SPECIFIC SIGHT C

THESE CALCULATIONS REPRESENT THE CALCULATED UPLIFT CAPACITY OF ANCHORS INSVERTICAL OR SEMI-VERTICAL DIRESTION ONLY


2/36

HORS

ous sized TEI anchors

.! " Adams #.I.

'/)

areas

the yellow bo8es7 as well as the anchor dimensions

*22 ;9a7 and for

nd a friction angle of 2 degrees

LISTEDNDITIONS

ALLED IN A


3/36

* *.' .' : :.' .' ' '.' ,

2.22

'.22

*2.22

*'.22

2.22

'.22

:2.22

SH10/20Ancho G!o"!chn#c$% R!&"$nc!

0oft%lay

ense0and

>ense0and

D!'"h ()*

U % " # ) $ " ! P + % % O + " L o $ , ( - N *


4/36

TEI E$"h Ancho C$%c+%$"#on&

Ancho SH10/20

Meyerhof and Adams 0hallow rectangular>eep rectangular

L

01*232 length ? *:' mm width ?

%lays / @ ? 27 density ? *-

2 '2 *22

C%$. &o#% friction angle @ ? 2 ;9a ;9a ;9a

D!'"h H H/B %#)#"#n

()* H/B (N* BLc

*. :.2 ,.2-

2cH(B 3 L*2.' *2.22 .22 2.2, 2. *.-' :.2

* 2.22 .22 2.* 2. *.-' :.2

*.' :2.22 .22 2.*- 2. *.-' :.2

2.22 .22 2. 2. *.-' :.2

.' '2.22 .22 2.:2 2. *.-' :.2

: ,2.22 .22 2.:, 2. *.-' :.2

:.' 2.22 .22 2.: 2. *.-' :.2

-2.22 .22 2.+ 2. *.-' :.2

.' +2.22 .22 2.'' 2. *.-' :.2

' *22.22 .22 2.,* 2. *.-' :.2'.' **2.22 .22 2., 2. *.-' :.2

, *2.22 .22 2.: 2. *.-' :.2

S$n. c%$. &o#%

friction angle @ ? 2 degrees >ensity ? *-

undrained shear strength c ? 2 ;9a

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

2.' :.2 .' 2.*: *.* 2.::' 2.*+

* .* .' 2., *.* 2.::' 2.-*.' **.** .' 2.:+ *.* 2.::' 2.,

*.-* .' 2.' *.* 2.::' *.2'

.' *-.' .' 2., *.* 2.::' *.:

: . .' 2. *.* 2.::' *.,

:.' '.+: .' 2.+2 *.* 2.::' *.+*

+.,: .' *.2: *.* 2.::' .2

.' ::.:: .' *.*, *.* 2.::' .-

' :.2 .' *.+ *.* 2.::' .

'.' 2. .' *. *.* 2.::' :.2,

, . .' *.'' *.* 2.::' :.:

Loo&! &$nfriction angle @ ? :2 degrees >ensity ? *

soft 0u ? 2 firm 0

u ? '2 stiff 0

u ? *22

c ? 0u

;3m:

4u ? 4

o ? * / sin @ ?

S4

;3m:


5/36

2.'

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

2.' :.2 2.* *.', 2.' 2.:2

* .* 2. *.,2 2.' 2.+'*.' **.** 2.: *.,2 2.' *.,2

*.-* 2.+ *.,2 2.' .'

.' *-.' 2.,* *.,2 2.' .+2

: . 2.: *.,2 2.' :.'

:.' '.+: 2.-' *.,2 2.' .*+

+.,: 2.+ *.,2 2.' .-

.' ::.:: *.*2 *.,2 2.' '.+

' :.2 *. *.,2 2.' ,.*

'.' 2. *.: *.,2 2.' ,.+

, . *., *.,2 2.' .

M!#+) !n&! &$nfriction angle @ ? :' degrees >ensity ? *-

2.,:',

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

2.' :.2 ' 2.*: *.+: 2.' 2.:

* .* ' 2., .' 2.,' *.+

*.' **.** ' 2.:+ .' 2.,' .,*

*.-* ' 2.' .' 2.,' :.

.' *-.' ' 2., .' 2.,' .-,

: . ' 2. .' 2.,' '.++:.' '.+: ' 2.+2 .' 2.,' .**

+.,: ' *.2: .' 2.,' -.

.' ::.:: ' *.*, .' 2.,' +.:,

' :.2 ' *.+ .' 2.,' *2.+

'.' 2. ' *. .' 2.,' **.,*

, . ' *.'' .' 2.,' *.

D!n&! &$n

friction angle @ ? 2 degrees >ensity ? *+

2.:'*:+

D!'"h H/B %#)#"#n H()* H/B (N* ? *B m13C

2.' :.2 2.* .:2 2.' 2.:+

* .* 2. :.'+ 2.+' .*

*.' **.** 2.* .' 2.+' '.2'

*.-* 2.' .' 2.+' .'*

.' *-.' 2.,- .' 2.+' +.+

: . 2.- .' 2.+' *.

:.' '.+: 2.+' .' 2.+' *.--

+.,: *.2+ .' 2.+' *.:

.' ::.:: *. .' 2.+' *+.-2

' :.2 *.:, .' 2.+' .,'.' 2. *.'2 .' 2.+' .*

4u ? 4

o ? * / sin @ ?

S4

;3m:

4u ? 4

o ? * / sin @ ?

S4

;3m:

4u ? 4

o ? * / sin @ ?

S4


6/36

, . *.,: .' 2.+' .*

S+))$.

01*232 %A=%D=ATE> A%16 %A9A%IT (;)

SOIL TYPE

2.' 2.-2 *.+* :., .* 2. 2.'2

* 2.-, *.+ :.- .'- *.*+ *.'

*.' 2.+ .2: :.-- :.22 *.+, :.22

2.+- .2+ :.+ :. .: .'

.' *.2 .*' .22 :.-: :.'2 '.'*

: *.*2 .* .2, .' . ,.,

:.' *.* .- .*: .,, '.2' -.2*

*. .: .*+ '.2- '.- +.

.' *. .2 .' '.+ ,.'+ *2.'

' *. ., .:* '.+* .:, **.-

'.' *. .' .: ,.: -.*: *:.2:

, *. .'- .: ,. -.+2 *.-

>epth(m) 0oft

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7/36

B

'2 mm @ 13C

2 *

*2 *.'

2 .'

' :

:2

:' '

2

050 11 678 ' +

058 17 652 - **

02 206 655

05 20 69

109 21: 900

110 221 908

117 225 916

122 269 91

122 290 92:

122 298 961122 2:2 967

122 2:5 996

*.* m ? 2.2'

2.,'+-

(N*

*.-' 217

*.-' 2:5*.-' 600

*.-' 692

*.-' 656

*.-' 92:

*.-' 988

*.-' :05

*.-' :9

*.-' :1

*.-' 862

*.-' 879

*., m ? 2.*'

Tu ? c>(C B =) B g>

(0f C B = / C)4utan@ B FT

u ? c1(C B =) B g(> / 1)(0

f C B = / C)14

utan@ B F

0f? * B m13C or *B m>3C

;3m:

0f ma8 ?

T+

0f ma8 ?

,

-

*2

*

f(8) ? 2.+,*2+-

L # ) # " # n H / B


8/36

(N*

092

1118

276

6:0

927

:0:

:52

8:

768

516

50

.' m ? 2.'

(N*

0:0

17:

600

92:

::1

878501

27

10:2

1175

1606

1925

.' m ? 2.:'

(N*

0:2

29:

:98

50:

108:

1629

1:56

1596

2102

26822821

T+

0f ma8 ?

T+

0f ma8 ?

T+

2 *2 2

2

F#c"#on A


9/36

2550

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.'

'.,

-.2'

*2.,'

*:.

*'.-:

*-.:

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:.,

,.*

-.-2

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10/36

m

2 *

2.2' *.2,

2.2' *.*

2.* *.:

2.*' *.,

2.' .'

2.:' .'

2.' '.'

2., .,

Ma8 0f

8p( 2.2'22+* 8 )

13C

E8ponential (13C)

m

Ma8 0f


11/36

:2 2 '2

%! ;


12/36


13/36

* *.' .' : :.' .' ' '.' ,

2.22

*2.22

2.22

:2.22

2.22

'2.22

,2.22

2.22

-2.22

ense

0and

D!'"h ()*

U % " # ) $ " ! P + % % O + " L o $ , ( - N *


14/36


Ancho eep rectangular

L

42 length? , mm width ?


2 '2 *22


D!'"h H H/B %#)#"#n

()* H/B (N* BLc

:.* .+: *'.-2cH(B 3 L*

2.' ,.* .22 2.*, *.+2 . +.-

* *.- .22 2.: *.+2 . +.-

*.' *+.: .22 2.- *.+2 . +.-

'., .22 2.,: *.+2 . +.-

.' :.2' .22 2.+ *.+2 . +.-

: :-., .22 2.+' *.+2 . +.-

:.' .- .22 *.** *.+2 . +.-

'*.- .22 *. *.+2 . +.-

.' '.,+ .22 *.: *.+2 . +.-

' ,.*2 .22 *.'+ *.+2 . +.-

'.' 2.'* .22 *.' *.+2 . +.-, ,.+ .22 *.+2 *.+2 . +.-

S$n. c%$. &o#%

friction angle @ ? 2 degrees >ensity ? *-

undrained shear strength c? 2 ;9a

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

2.' .* .' 2.:, *.** 2.' 2.:'

* . .' 2. *.* 2.',' *.*:

*.' ,., .' *.2- *.* 2.',' *.+* -.-' .' *. *.* 2.',' .2

.' **.2, .' *.-* *.* 2.',' :.+

: *:. .' .* *.* 2.',' .

:.' *'.+ .' .': *.* 2.',' '.2,

*.2 .' .-+ *.* 2.',' '.-

.' *+.+* .' :.' *.* 2.',' ,.,:

' .* .' :.,* *.* 2.',' .

'.' .: .' :.+ *.* 2.',' -.2

, ,.'' .' .:: *.* 2.',' -.++

Loo&! &$n

friction angle @ ? :2 degrees >ensity ? *

soft 0u ? 2 firm 0

u ? '2 stiff 0

u ? *22

c ? 0u

;3m:

4u ? 4

o ? * / sin @ ?

S4

;3m:


15/36

2.'

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

2.' .* 2.: *.:: 2.' 2.

* . 2.,- *.,2 2.+2 *.+:*.' ,., *.2 *.,2 2.+2 :.2

-.-' *.:, *.,2 2.+2 '.,

.' **.2, *.2 *.,2 2.+2 .

: *:. .2' *.,2 2.+2 -.++

:.' *'.+ .:+ *.,2 2.+2 *2.'

*.2 .: *.,2 2.+2 *.'

.' *+.+* :.2 *.,2 2.+2 *.-

' .* :.* *.,2 2.+2 *,.2

'.' .: :.' *.,2 2.+2 *.-*

, ,.'' .2+ *.,2 2.+2 *+.'

M!#+) !n&! &$nfriction angle @ ? :' degrees >ensity ? *-

2.,:',

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

2.' .* ' 2.:, *.'' 2.' 2.'

* . ' 2. .** * .',

*.' ,., ' *.2- .' *.*: '.,

-.-' ' *. .' *.*: -.2

.' **.2, ' *.-* .' *.*: **.:

: *:. ' .* .' *.*: *.,:.' *'.+ ' .': .' *.*: *.+

*.2 ' .-+ .' *.*: 2.-

.' *+.+* ' :.' .' *.*: :.-'

' .* ' :.,* .' *.*: ,.--

'.' .: ' :.+ .' *.*: +.+*

, ,.'' ' .:: .' *.*: :.+

D!n&! &$n


2.:'*:+

D!'"h H/B %#)#"#n H()* H/B (N* ? *B m13C

2.' .* 2.:- *. 2.' 2.'

* . 2., .'' * .,-

*.' ,., *.* :.: *.' .:,

-.-' *.' .*2 *.'- *.-

.' **.2, *.+* .' *.'- .:'

: *:. .+ .' *.'- -.-+

:.' *'.+ ., .' *.'- :'.:

*.2 :.2' .' *.'- *.+,

.' *+.+* :.: .' *.'- -.'2

' .* :.-* .' *.'- ''.2'.' .: .*+ .' *.'- ,*.'-

4u ? 4

o ? * / sin @ ?

S4

;3m:

4u ? 4

o ? * / sin @ ?

S4

;3m:

4u ? 4

o ? * / sin @ ?

S4


16/36

, ,.'' .' .' *.'- ,-.*

S+))$.

01*232 %A=%D=ATE> A%16 %A9A%IT (;)

SOIL TYPE

2.' .2, .+2 +., '.' 2.- 2.-+

* .* '.2, +.-2 ,.'+ ., :.-

*.' .: '. +.+, . . ,.'

.': '.:- *2.* -.-+ ,.- *2.*

.' .,+ '.' *2.- *2.2: -.+: *:.':

: .-' '.,+ *2. **.*- **.2: *,.+

:.' :.2* '.-' *2.,2 *.:: *:.* 2.:

:.* ,.2* *2.' *:. *'. :.*

.' :.* ,.* *2.+* *., *.:' .*2

' :.* ,.:: **.2 *'. *+.' :2.+

'.' :.* ,.+ **.: *,.+ *.', ::.--

, :.* ,.,' **.:+ *-.2, :.,, :.

>epth(m) 0oft

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17/36

B

- mm @ 13C

2 *

*2 *.'

2 .'

' :

:2

:' '2

208 90 89 ' +

221 :08 50 - **

267 :22 8

2:6 :65 1012

28 ::9 1025

25: :8 1099

601 :5: 1080

617 801 107:

617 817 101

617 866 1107

617 89 1126617 88: 116

*.* m ? 2.2'

2.,'+-

(N*

. :9:

. 8:

. 779. 55

. 1006

. 1115

. 1266

. 1697

. 1982

. 1:77

. 182

. 1508

*., m ? 2.*'

Tu ? c>(C B =) B g>

(0f C B = / C)4utan@ B FT

u ? c1(C B =) B g(> / 1)(0

f C B = / C)14

utan@ B F

0f? * B m13C or *B m>3C

;3m:

0f ma8 ?

T+

0f ma8 ?

,

-

*2

*

f(8) ? 2.-

L # ) # " # n H / B


18/36

(N*

075

282972

852

56

1106

1619

1:29

176:

19:

21:8

2688

.' m ? 2.'

(N*

05

625

87:

1019

16:6

1822062

2671

2710

609

6655

6727

.' m ? 2.:'

(N*

00

699

5:0

1860

292:

6117

650

9:01

:16

:55:8:77

T+

0f ma8 ?

T+

0f ma8 ?

T+

2 *2

2


19/36

728

2.+2

:.

-.'2

*,.:2

.'

:*.*

:-.2+

'.2*

'*.+:

'-.-'

,'.

.,+

>ense0and


20/36

m

2 *

2.2' *.2,

2.2' *.*

2.* *.:

2.*' *.,

2.' .'2.:' .'

2.' '.'

2., .,

Ma8 0f

',,*2:: e8p( 2.2'*': 8 )

13C

E8ponential (13C)

mMa8 0f


21/36

2 :2 2 '2

F#c"#on An%! ;


22/36


23/36

* *.' .' : :.' .' ' '.' ,

2.22

2.22

2.22

,2.22

-2.22

*22.22

*2.22

*2.22

ense0and

D!'"h ()*

U % " # ) $ " ! P + % % O + " L o $ , ( - N *


24/36


Ancho eep circular

B

4,2 2, mm eff diam


2 '2 *22


D!'"h H/B %#)#"#n

()* H/B (N*

,.22 *'.22 :2.22

* .-' *.22 2.,2 ., ,., *:.::

+.* *.22 *.2 ., ,., *:.::

: *.', *.22 *.-2 ., ,., *:.::

*+. *.22 .2 ., ,., *:.::

' . *.22 :.22 ., ,., *:.::

, +.*: *.22 :.,2 ., ,., *:.::

S$n. c%$. &o#%

friction angle @ ? 2.22 cohesion >ensity ? *-

degreees '2 ;9a

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

* .-' .' 2.,2 *.* 2.'*' *.*+

+.* .' *.2 *.* 2.'*' .-2

: *.', .' *.-2 *.* 2.'*' .*

*+. .' .2 *.* 2.'*' ,.2

' . .' :.22 *.* 2.'*' .,:

, +.*: .' :.,2 *.* 2.'*' +.

Loo&! &$nfriction angle @ ? :2 degrees >ensity ? *

2.'

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

* .-' 2.' *.,2 2.- .,

+.* *.*: *.,2 2.- ,.,'

: *.', *.2 *.,2 2.- *2.-

*+. . *.,2 2.- *'.2

' . .-: *.,2 2.- *+.*

, +.*: :.2 *.,2 2.- :.2

soft 0u ? 2 firm 0

u ? '2 stiff 0

u ? *22

c ? 0u

(pB2 /9* c

p c B H

;3m:

4u ? 4o ? * / sin @ ?

S4

;3m:

4u ? 4

o ? * / sin @ ?

S4


25/36

M!#+) !n&! &$n

friction angle @ ? :' degrees >ensity ? *-

2.,:',

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

* .-' ' 2.,2 .* *.2: :.-'

+.* ' *.2 .' *.2: **.+

: *.', ' *.-2 .' *.2: 2.2:

*+. ' .2 .' *.2: -.2+

' . ' :.22 .' *.2: :,.*'

, +.*: ' :.,2 .' *.2: .*

D!n&! &$n


2.:'*:+

D!'"h H/B %#)#"#n H()* H/B (N* ? *B m13C

* .-' 2.,: .2 *. :.+

+.* *. .2 *. -.:

: *.', *.+2 .' *. '*.2,

*+. .': .' *. :.

' . :.* .' *. +'.-

, +.*: :.-2 .' *. **-.-

S+))$.

01*232 %A=%D=ATE> A%16 %A9A%IT (;)

SOIL TYPE

* :. . .- :.2: .' .

:.- .- +.2 .- *:.* +.'+

: . -. *2. *.' *.-: '.+,

'.2 +.2 **. *.+ :2.+ ,.22' '., +., *., .2 :+.*' ++.2

, ,.22 *2. *:.:: ,.-2 .-* *.2-

;3m:

4u ? 4

o ? * / sin @ ?

S4

;3m:

4u ? 4

o ? * / sin @ ?

S4

>epth(m) 0oft

%layense0and


26/36

@ 13C m

*2 2.2'

2 .' 2.2'

' : 2.*

:2 2.*'

:' ' 2.'

2 2.:'

627 727 757 ' + 2.'

657 757 07 - ** 2.,

997 597 1027

:07 07 1197

:87 87 1287

800 1027 1666

*.* m ? 2.2'

2.,'+- *.* 2.2'

'h# c B H (N*

*,.,, 1598

*,.,, 2087

*,.,, 2255

*,.,, 2:0

*,.,, 2760

*,.,, 2:0

*., m ? 2.*'

(N*

606

775

12:9

172

2209

2850

Tu ? pCc> B 0f pCg(>

3)4utan@ B FT

u ? pCc1 B 0

f pCg(> / 1)(13)4

utan@ B F

;3m:

0f ma8 ?

T+

0f ma8 ?

T+

,

-

*2

*

f(8) ? *.2+:+':-

L # )

# " # n H / B


27/36

.' m ? 2.'

(N*

99:

1617

2156

609

61:

9751

.' m ? 2.:'

(N*

992

2:

:28

7800

09

12205

*-.,

2.,

.--

'.2+.:2

+.'2

0f ma8 ?

T+

0f ma8 ?

T+

>ense0and

2 *2 22

F#c"#on A


28/36

*.2,

*.*

*.:

*.,

.'

.'

'.'

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Ma8 0f

e8p( 2.2,-'-*' 8 )

13C

E8ponential (13C)

m


29/36

:2 2 '2

a8

%! 'h#


30/36

* *.' .' : :.' .' ' '.' ,

2.22

2.22

2.22

,2.22

-2.22

*22.22

*2.22

*2.22

*,2.22

*-2.22

22.22

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D!'"h ()*

U % " # ) $ " ! P + % % O + " L o $ , ( - N *


31/36


Ancho eep circular

B

4**2 ',

%lays / @ ? 27 density ?

2 '2

C%$. &o#% friction angle @ ? 2 ;9a ;9a

D!'"h H H/B %#)#"#n

()* H/B (N*

+., :.*,

* :.+* *.22 2.+: .* *2.+

.-* *.22 *.-' .* *2.+

: **. *.22 .- .* *2.+

*'.,: *.22 :.* .* *2.+

' *+.': *.22 .,: .* *2.+

, :. *.22 '.', .* *2.+

S$n. c%$. &o#%

friction angle @ ? 2.22 cohesion >ensity ? *-

degreees 2 ;9a

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

* :.+* .' 2.+: *.* 2.,

.-* .' *.-' *.22 2.,

: **. .' .- *.22 2.,

*'.,: .' :.* *.22 2.,

' *+.': .' .,: *.22 2.,

, :. .' '.', *.22 2.,

Loo&! &$nfriction angle @ ? :2 degrees >ensity ? *-

2.'

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

* :.+* 2.+: *.'+ *.2

.-* *.-' *.,2 *.2

: **. .- *.,2 *.2

*'.,: :.* *.,2 *.2

' *+.': .,: *.,2 *.2

, :. '.', *.,2 *.2

soft 0u ? 2 firm 0

u ? '2

c ? 0u

(pB2 /9* c

p c B H

4u ? 4oS

4

4u ? 4

o ? * / sin @ ?

S4


32/36

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friction angle @ ? :' degrees >ensity ? *-

2.,:',

D!'"h H/B %#)#"#n H

()* H/B (N* ? *B m13C

* :.+* ' 2.+: *.+- *.-

.-* ' *.-' .' *.-

: **. ' .- .' *.-

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, :. ' '.', .' *.-

D!n&! &$n


2.:'

D!'"h H/B %#)#"#n H()* H/B (N* ? *B m13C

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01*232 %A=%D=ATE> A%16 %A9A%IT (;)

SOIL TYPE

* '.2 **. *.*' '. .

'.+ *.*' *.22 :2.: *.2

: ,.+2 *:.2 *'.-' :,.'- *+.-*

.- *.22 *.* . .'+' -.' *.+: *+.', -.:2 :'.:,

, +., *'.-' 2.'+ '.*' :.*:

4u ? 4

o ? * / sin @ ?

S4

4u ? 4

o ? * / sin @ ?

S4

>epth(m) 0oft

%lay


33/36

mm eff diam @ 13C m

*-

*2 2.2'

*22 2 .' 2.2'

;9a ' : 2.*

:2 2.*'

:' ' 2.'

,.: 2 2.:'

' + 2.'

2.'+ :09 1122 121: - ** 2.,

2.'+ :7 121: 1900

2.'+ 80 1607 1:5:

2.'+ 752 1900 1771

2.'+ 57: 196 1:8

2.'+ 28 1:5: 20:

;3mG: *.* m ? 2.2'

2.,'+-

'h# c B H (N*

:., 2.'+ 2:27

-.- 2.'+ 6076

*:.* 2.'+ 68:5

*-.* 2.'+ 9299

:.2- 2.'+ 9560

-.2* 2.'+ :91:

;3mG: *., m ? 2.*'

(N*

:.:* 929

*2.*+ 1209

*.2: 151

:.-- 27:

:2.: 6:68

:.'- 9616

Tu ? pCc> B 0f pCg(>

3)4utan@ B FT

u ? pCc1 B 0

f pCg(> / 1)(13)4

utan@ B F

;3m:

stiff 0u ? *22

0f ma8 ?

? * / sin @ ?

T+

0f ma8 ?

T+

,

-

*2

*

f(8) ? *.2+:+':-

# ) # " # n H / B


34/36

;3mG: .' m ? 2.'

(N*

:.+ 958

*,.+: 1575

+.:- 6218

*.-: 9::6

'.- :51

,,. 7225

;3mG: .' m ? 2.:'

(N*

*.+* 25

:.2, 6901

.-2 7:79

*2.2 11162

*.2* 1980

*,.,* 15295

.-, .-+

*-.- :.2*

:.*, '.

'.': ***.:'-.+* *,.+2

.- *-.-

0f ma8 ?

T+

0f ma8 ?

T+

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>ense0and

2 *2 22

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35/36

*.2'

*.*

*.:

*.,

.'

.'

'.'

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Ma8 0f

e8p( 2.2,-'-*' 8 )

13C

E8ponential (13C)

m


36/36

:2 2 '2

Ma8 0f

n%! ;

Documents

Uplift Calculations 4-11-04