Anthony s Produce Structural Calcs 2013-11-15

8/9/2019 Anthony s Produce Structural Calcs 2013-11-15

1/71

STRUCTURAL CALCULATIOS

for

ATHOY'S PRODUCE

at

701 JUGERMA RD.

ST. PETERS, MO 676

for

LARSO CAMOU!LAGE "6#$%00&

Y( ROGER T. AL)ORTH, P.E.PRICIPAL

VALID WET SIGNATURE IN RED

PROJECT *( U1%%+%#+11

DATE( o-/r 1, %01

OTE( T2 3a4354at6o78 9r87t: 67 t268 9a3;a


2/71

N:\Logos\VectorLogo.gif JOB NO.:U1223-294-131 DESIGNED:ESS

DATE:11/15/13 CHECKED:TPH

PROJECT:ANTHON!S P#O$U%E

Design Criteria:

Code: Str&ct&r'( )esig* is +'se) o* t,e *ter*'tio*'( &i()i*g %o)e 2009 E)itio*

Wind: 'sic i*) see) 90 , 3-seco*) g&st6 er t,e TA-222-7 st'*)'r)

8i*) iort'*ce f'ctor 1

8i*) eos&re: %

Toogr',ic c'tegor: 1

%rest ,eig,t: 0 ft

Ice: 1; r')i'( ice < 40 , +'sic i*) see) 3-seco*) g&st6 er t,e TA-222-7 st'*)'r)

General Notes:

1

2

3

4

5

T,e co*tr'ctor s,'(( =erif )ie*sio*s co*)itio*s '*) e(e='tio*s +efore st'rti*g or>. T,e e*gi*eer s,'(( +e

*otifie) ie)i'te( if '* )iscre'*cies 're fo&*).

T,e tic'( *otes '*) )et'i(s s,'(( '( i* '(( c'ses &*(ess secific'(( )et'i(e) e(se,ere. 8,ere *o )et'i( is

s,o* t,e co*str&ctio* s,'(( +e 's s,o* for ot,er sii('r or> '*) 's re?&ire) + t,e +&i()i*g co)e.

T,ese c'(c&('tio*s 're (iite) to t,e str&ct&r'( e+ers s,o* i* t,ese c'(c&('tio*s o*(. T,e co**ectio* of t,e

e+ers s,o* i* t,ese c'(c&('tio*s to t,e eisti*g str&ct&re s,'(( +e + ot,ers.

T,e co*tr'ctor s,'(( +e reso*si+(e for co(i'*ce it, (oc'( co*str&ctio* s'fet or)ers. Aro='( of s,o

)r'i*gs + t,e 'rc,itect or str&ct&r'( e*gi*eer s,'(( *ot +e co*str&e) 's 'cceti*g t,is reso*si+i(it.

A(( str&ct&r'( fr'i*g e+ers s,'(( +e ')e?&'te( s,ore) '*) +r'ce) )&ri*g erectio* '*) &*ti( f&(( ('ter'( '*)

=ertic'( s&ort is ro=i)e) + ')@oi*i*g e+ers.

Structural Steel:

1A(( str&ct&r'( stee( co)e c,ec>s +'se) o* t,e AS%-L#$ 3r) E)itio* er t,e TA-222-7 st'*)'r)

2A(( 1B-si)e) t'ere) s,'ft stee( to +e er ASTC A5D2 7#. 5 U.N.O.

3

4A(( ot,er str&ct&r'( stee( s,'es F ('tes s,'(( +e er ASTC A3 U.N.O.

5A(( '*c,or +o(ts s,'(( +e er ASTC A15 7#. D5 U.N.O.

A(( +o(ts for stee(-to-stee( co**ectio*s s,'(( +e er ASTC A325N U.N.O.

DA(( +o(te) co**ectio*s s,'(( +e tig,te*e) er t,e ;t&r*-of-*&t; et,o) 's )efi*e) + AS%.

B

9A(( stee( s&rf'ces s,'(( +e g'(='*iGe) i* 'ccor)'*ce it, t,e ASTC A123 '*) ASTC A153 st'*)'r)s U.N.O.

T,e )esig* (e*gt, of s(i s(ices is e?&'( to 1.D ties t,e i*si)e i)t, of t,e +'se of t,e &er sectio*. S(i s(ice

(e*gt, to(er'*ce is e?&'( to 10 of t,e )esig* s(i s(ice (e*gt,.

A(( e()i*g s,'(( +e erfore) + certifie) e()ers i* 'ccor)'*ce it, t,e ('test e)itio* of t,e Aeric'* 8e()i*g

Societ A8S6 $1.1


3/71

N:\Logos\VectorLogo.gif JOB NO.:U1223-294-131 DESIGNED:ESS



oun!ation " Concrete:

1

2

4 #ei*forci*g stee( s,'(( +e er ASTC A15 7r. 0 U.N.O.

5 o&*)'tio* )esig* is +'se) &o* t,e ro@ect soi(s reort re're) +:

7eotec,: NOLE EN7NEE#N7 %ONSULTANTS#eort No: CO-2013-02

$'te: 13-I&*-13

Aroi'te co*crete =o(&e for )ri((e) ier fo&*)'tio* 2B.B c&+ic 'r)s

%ee*t for '(( co*crete s,'(( +e Te it, ' i*i& of e*tr'i*e) 'ir. C'i& 'ggreg'te siGe s,'(( +e J;.

A(( co*crete ii*g ('cee*t fori*g '*) rei*forci*g i*st'(('tio* s,'(( +e erfore) i* 'ccor)'*ce it, t,e

re?&iree*ts of K&i()i*g %o)e #e?&iree*ts for #ei*force) %o*crete A% 31B-0B. o&*)'tio* i*st'(('tio* s,'((

+e i* 'ccor)'*ce it, t,e re?&iree*ts of ;St'*)'r) Secific'tio*s for t,e %o*str&ctio* of $ri((e) Piers; A% 33

('test e)itio*

A(( co*crete s,'(( ,'=e ' i*i& coressi=e stre*gt, of 4000 si 't 2B )'s.

3


4/71

N:\Logos\VectorLogo.gif

JOB NO.:U1223-294-131 DESIGNED:ESS


SHEET OF


Mono Broadleaf Branch a!o"#

Eff. Are& '&ctor: (.)2

To* %ro+, #&is: 5 ft

%A'&ctor: (.

0ott. 0r&,c Ee. ft: 4(.( ft

To* of Stee Ee. ft: 9(.( ft

Branch a!o"# Alon$ Pole:

S#ar# %f#& S#o' %f#& Gro(( %f#)& Eff. %f#

)& CAAE%f#

)&

4 22 )1.) 9(.( 2.( 562 66.4 3.5 3).1

22 63. )1.) 4(.( ))( 111.( 91.( 54.

22 5.4 63. 4(.( ))( 111.) 91.6 55.(

) 22 56.2 5.4 5(.( 11(( 145.4 119.3 61.

) 23 4). 56.2 5(.( 115( 152.9 125.4 65.2

1( 23 4(.( 4). .( 151) 1)).1 154.2 92.5

To#al %l*(&: 1((

,#!Branch en$#h %f#&

Ele-a#on /nd AreaBranch

/#. %l*(&

To#al /#.

%l*(&

To' Cro+n:

Branch en$#h %f#& ,#! To#al /#. To#al /#.

4 2 52

2 )(

Gro(( Area %f#)&: 39.3

Eff. Area %f#)&: 32.2

CAAE%f#)&: 19.3

Rando0 Branch D(#r*"#on:

To#al CAAE%f#)&: 3)6.(

CAAE'er f# %f#)1f#&: 6.64

/#. 'er f# %l*(1f#&: 122.(

132


5/71

Vector Engineering9138 S. State Street Suite 101

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

#o$:Anthony's Produce

Pro%e&t:U1223-294-131'ient: ar*on 'a+ouae ra/n $y: e*u+*ion'ode:

T2--ate:

111813Path:6:013 Pro%e&t*U13 ar*on 'a+ouaeU13-94-131 "4800 nthony* Produ&e (, 90 onoe+, )6T;otia(in)

30.0

000

40.4

00

rade

57-"5

;eiht($)

3071.4

4970.8

804.

To ?at /ith () 4 t, and () " t$ran&he*

9.5() 4 t $ran&he* 85.9(4) 8-0@ A1@ Pane ntenna 85(") eneri&


6/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

1 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client

Larson a!ouf"a#eDesigned by

esu!s$on

Tower Input Data

There is a pole section.

This tower is designed using the TIA-222-G standard.

The following design criteria apply:

Tower is located in Saint Charles County, Missouri.

asic wind speed of !" #ph.

Structure Class II.

$%posure Category C.

Topographic Category &.

Crest 'eight "."" ft.(o#inal ice thic)ness of &."""" in.

Ice thic)ness is considered to increase with height.

Ice density of *+ pcf.

A wind speed of " #ph is used in co#ination with ice.

Te#perature drop of *" /.

0eflections calculated using a wind speed of +" #ph.

A non-linear 1-delta3 analysis was used.

ressures are calculated at each section.

Stress ratio used in pole design is &.

4ocal ending stresses due to cli#ing loads, feed line supports, and appurtenance #ounts are not considered.

Tapered Pole Section Geometry

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1+* )si342 ".""-&."" 6.2* &5 25.6&"" ".2"" ".6&2* &.2*"" A*72-+*

1+* )si3

Tapered Pole Properties

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in

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in

6

in4

r

in

in

6

in3

in4

6t

in

;

in

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4& &+.2+5 &2.!7+ 6!&.+7*2 *.*!&2 5.&25" 5.&55 756.5+*7 +.2*"" 2.67+" !.*"

6".+25 26.+"++ 2+6!.+6+ &".*+&2 &*.2"" &76.2"*" *252.7+"* &&.5"*+ .5"" &!.6+

42 2!.!**& 27.77"" 27*".&262 !.!6!& &.65&* &!&.22+7 **"6.5+*& &6.557+ .62+ &.&5&."6* 6!.75&+ 5"5.56*2 &.2652 2".*66 6!6.7&* &+&5".6"5+ &!.5!+ +.*+6! 2&.""*

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7/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

2 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


esu!s$on

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uetrea

(*er 'a#e)

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in

uet rade d


8/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

3 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


esu!s$on

S$ielding Factor %a

To;er

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e#ord +o.

/e#ri*tion Feed ine

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Aa

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&ser De'ined Loads

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*.+"

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ranches

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&92


9/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

4 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


esu!s$on

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atera%

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10/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

5 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


esu!s$on

/e#ri*tion Fa#eor

e

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atera%

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?iuthd


11/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

% of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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12/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

7 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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13/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

8 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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14/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

9 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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-a.imum -ember Forces


15/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

10 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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16/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

11 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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-a.imum Tower De'lections ! Ser)ice #ind


17/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

12 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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18/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

13 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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19/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

14 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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20/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

15 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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21/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

1% of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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22/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

17 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


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".""+ ".*6 ".""" "."6& ".""" ".*" &.""".5.2

+6.*&62 -

+&.&"*6

".""7 ".*75 ".""" "."6 ".""" ".*5+ &.""".5.2

+&.&"*6 -*5.+!7

".""7 ".+27 ".""" "."66 ".""" ".+6* &.""".5.2

*5.+!7 -

*+.25!*

".""7 ".+7& ".""" "."66 ".""" ".+7! &.""".5.2

*+.25!* -

*6.55&+

".""7 ".7&6 ".""" "."62 ".""" ".72& &.""".5.2

*6.55&+ -*&.767

".""5 ".7*7 ".""" "."6+ ".""" ".7++ &.""".5.2

*&.767 -

!."+*5

".""5 ".5"& ".""" "."6* ".""" ".5&" &.""".5.2


23/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

18 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


esu!s$on

Se#tion+o.

$%e&ation

't

atioPu

Pn

atio=uC

=nC

atio=uy

=ny

atioDu

Dn

atioTu

Tn

o.Stre

atio

%%o;.Stre

atio

riteria

!."+*5 -

+.+*7!

".""5 ".5" ".""" "."6* ".""" ".5*" &.""".5.2

+.+*7! -

.2*

".""! ".577 ".""" "."6! ".""" ".557 &.""".5.2

.2* - " "."" ".6+ ".""" "."&7 ".""" "." &.""".5.2

42 .2* - " "."" "."7 ".""" "."&+ ".""" ".&2 &.""".5.2

" - 67.!7 ".""7 ".776 ".""" "."2! ".""" ".75& &.""".5.2

67.!7 -6*.5!7

".""7 ".7!" ".""" "."25 ".""" ".7!5 &.""".5.2

6*.5!7 -

66.52&

".""7 ".5"+ ".""" "."25 ".""" ".5& &.""".5.2

66.52& -

6&.75!*

".""7 ".522 ".""" "."25 ".""" ".56" &.""".5.2

6&.75!* -2!.76+5

".""5 ".56! ".""" "."27 ".""" ".57 &.""".5.2

2!.76+5 -

27.+52

".""5 ".5* ".""" "."27 ".""" ".5+6 &.""".5.2

27.+52 -

2*.+6&+

".""5 ".5+! ".""" "."27 ".""" ".577 &.""".5.2

2*.+6&+ -26.*75!

".""5 ".556 ".""" "."2+ ".""" ".5!& &.""".5.2

26.*75! -

2&.*2+6

".""5 ".5!* ".""" "."2+ ".""" ".!" &.""".5.2

2&.*2+6 -&!.767

".""5 ".!"7 ".""" "."2+ ".""" ".!&+ &.""" .5.2

&!.767 -&7.2&&

".""5 ".!&5 ".""" "."2+ ".""" ".!27 &.""".5.2

&7.2&& -

&*.6+5

".""5 ".!25 ".""" "."2* ".""" ".!67 &.""".5.2

&*.6+5 -

&6.6&*5

".""5 ".!65 ".""" "."2* ".""" ".!7 &.""".5.2

&6.6&*5 -&&.2+62

".""5 ".!7 ".""" "."2* ".""" ".!*+ &.""".5.2

&&.2+62 -

!.2&"*6

".""5 ".!*+ ".""" "."2* ".""" ".!+* &.""".5.2

!.2&"*6 -

7.&*75!

".""5 ".!+ ".""" "."2* ".""" ".!76 &.""".5.2

7.&*75! -

*.&"*2+

".""! ".!7& ".""" "."2 ".""" ".!5" &.""".5.2

*.&"*2+ -

6."*2+6

".""! ".!75 ".""" "."2 ".""" ".!57 &.""".5.2

6."*2+6 - & ".""! ".!5* ".""" "."2 ".""" ".!! &.""".5.2


24/71

ttnnxxTToowweerrJob

Anthony's Produce

Page

19 of 19


Project

U1223-294-131

Date

08:57:30 11/18/13

Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"

Client


esu!s$on

Section Capacity Table

Se#tion+o.

$%e&ation

't

o*onent

Ty*e

Si?e riti#a%

$%eent

P

%

JPa%%o;%

G

a*a#ity

Pa

Fai%

4& !" - " ole T6"%&+%".2* & -&+&& &+265" 55.7 ass42 " - & ole T".2%25.6&%".6&2* 2 -26!+6 27*!7" !!. ass

Su##ary

ole 1423 !!. ass

RATIG = 99.4 Pass

rogra# 8ersion +.&.6.& - 792*92"&6 /ile:(:92"&6 roects9D&226 4arson Ca#ouflage9D&226-2!-&6& +52"" Anthony


25/71


Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"



T2--ate:

111813Path:6:013 Pro%e&t*U13 ar*on 'a+ouaeU13-94-131 "4800 nthony* Produ&e (, 90 onoe+, )6T;


26/71


Sandy, UT 84070

Phone: (801) 990-1775F!: (801) 990-177"



T2--ate:

111813Path:6:013 Pro%e&t*U13 ar*on 'a+ouaeU13-94-131 "4800 nthony* Produ&e (, 90 onoe+, )6T;


27/71




SHEET OF


Unreinforced Access Port An!"sis

Unreinforced Access Port:

Port &i't(: ) i*c(es

Po!e S#ft $odin%:

+,: 19).5 i-ft

P,: .5 is

V,: 1).4 is

Pro&erties ' Access Port:

Po0e 0t-0t O,ter $i.: 2.) i*

Po0e T(ic*ess T: .25 i*

APo0eNoAccess: 1.1i*

6Po0eNoAccess: )47.1i*

SPo0eNoAccess: )1.i*

A : 1.i*.

6,*rei*force': 527.i*

S,*rei*force': 5.)i*

: 1

L: 9 ft

r: 7.25 i*

8: 5 si

!8: )2. si

L/r: 14).9

c: 2.5

cr: 11.3 si

+*: 349.3 i-ft ().*+P*: 113.4 i (.,+

V*: 413.7 i ,.-+

6*terctio* %(ec: .7 (-.+

#es,0t: OK

4.).2

A0ic0e Sectio* of

T6A-222- %o'e:

4.7.34.5.4.2

4.).2

Note:Sectio* roerities 2re 92se' o* 2* e;,ieter of t(e o08go*? t(,s4 t(eroerties 2re co*ser


28/71




SHEET OF


Reinforced Access Port Ana!sis

Reinforced Access Port:

&i't() *: 1+ i,c(es

Heig(t 3+ i,c(es

T(ic,ess) t1: +.5 i,c(es

$et() ': 3 i,c(es

Pro0ectio,) : +.5 i,c(es

Poe S"aft #oadin$:

: 2+95 i-ft

P: 23.1 is

V: 32.9 is

Pro%erties & Access Port:

t-t $i: 39.+ i,

Poe T(ic,ess) t2: +.3125 i,

APoeNoAccess: 36.+i,

7PoeNoAccess: 11.2i,

PoeNoAccess: .

Arei,force': 41.+i, E: 29+++ si7rei,force': 888.4i, #i : 5+ si

Srei,force': 393.+i, Poe : 85 si

;: 1

L: 9+ ft

r: 13.8 i,

!: .8 si

;L/r: 9.+

c: 1.3

cr: 36.2 si

,: 254+.4 i-ft

P,: 158.5 iV,: 159+.6 i

7,terctio, %(ec: +.93 OKA'

A''e' &eig(t Per Port ()


29/71

TIA Rev GSite Data Reactions

Project #: Mu: 2231 ft-kips

Site Name: Axial, Pu: 463 kips

!ate: S"ear, u: 33$ kips

Other

%f No stiffe&ers, 'riteria: A%S' ()*! +-&l Applca.le to /&stiffe&e0 'ases

t: 1$

!iam: 22 i&

)o0 Material: A61- Anchor Rod Results )ii0

Stre&t" 5*u: 1$$ ksi Max )o0 5'u7 u89: 2343 ips A%S' ()*!

;iel0 5*: ?*u?A&et: 26$$ ips @?&

Bolt 'ircle: 4C i& A&c"or )o0 Stress )atio: D$1E Pass

!iam: 4 i& Base Plate Results *lexural '"eck )ii0

"ick: 2 i& Base Plate Stress: 43C ksi A%S' ()*!

Fra0e: $ ksi Allo=a.le Plate Stress: 4$ ksi @?*

Si&le-)o0 B-eff: 12C3 i& Base Plate Stress )atio: D


30/71




SHEET OF



31/71




PROJECT: ANTHON!S P#O$U%E

Anchorage Embedment De!gn

Vertic&' (&r Si)e: *+

%o,c. %o. Stre,gt: 4000 si

Pier $i&eter: ft

Pier $et: 2 ft

To of Pier E'e&tio,: i,ces

%o,crete Vo'e 2+.+ &r6s

Si6e %o,c. %oer: 4 i,ces

To %o,c. %oer: 3 i,ces

(o't %irc'e $i&.: 49 i,ces

Hori)o,t&' Tie Si)e: *5

* A,cor #o6s: 10A,cor #o6 $i&: 2.25 i,ces

t78&r 'oc. f&ctor: 1.0 A% 12.2.4&

e7eo; co&ti,g f&ctor: 1.0 A% 12.2.48

s78&r si)e f&ctor: 1.0 A% 12.2.4.c

7co,crete te f&ctor: 1.0 A% 12.2.4.6

(&r $i&eter: 1.0 i,

Hori). Tie $i&eter: 0. i,

#o6: 9.1 i,

#e?!6 L& Le,gt: 3.0 i, A% 12.2.2

"!n. Re $!red Embedment De th: &'.( !n

Required Lap Length + Max distance between

anchor and rod + 0.5*Bar diameter +

0.5*Anchor diameter + Top coer. .

)**+,* -b

Tranere Re!n/orcement De!gn7see 2009 (% Sectio,s 1+10.3.9.4.1 &,6 1+10.3.9.4.2

Seisic $esig, %&tegor: $

Site %'&ss: $

Te of Tr&,serse #ei,forcee,t: Sir&'

Tr&,serse ft: 0 @si

Seisic Hoo@s #e?ire6 es

Tie Si)e OB es

S&ci,g &t To of Pier: 4 i,

S&ci,g &t (otto of Pier: 12 i,

Tot&' Pier Le,gt 2.5 ft

To Pier Le,gt: 1+ ft

(otto Pier Le,gt: 9.5 ft

Aa!-ab-e P$--o$t 0!th Hea1 He2

N$t: !*Abrg*"#c $ %&er A'( )5

Required Lap Length + Max distance between

anchor and rod + 0.5*Bar diameter +

0.5*Anchor diameter + Top coer


32/71




SHEET OF


Drilled Pier Design

&'(. S)e'r* V+/ ,.5 44., &'(. $o0* P+-o0/ ,.5 1.

&'(. &oet* &+/ ,.5 2*94.1 -ft &'(. U6ift* P+-+6ift/ ,.5 7ot!68 ,.,

Pier Properties:

Pier $i'eter* : ., ft Vo6+e of %ocrete: ft3

&i. Pier $i'eter* i7ot!68: 5., ft Vo6+e of %ocrete: 2. ;

To of Pier E6e


33/71

3525.lp6o================================================================================

LPile Plus for Windows, Version 6 (6.0.28)

Analysis of ndi!idual Piles and "rilled #$af%s#u&'e%ed %o La%eral Loadin *sin %$e p+y e%$od

- /85+20 &y nsof%, n.All 1i$%s 1eser!ed

================================================================================

$is opy of LPile is liensed %o

riVe%or #%ru%ural nineers

#erial 4u&er of #euri%y "e!ie 28//08/67opany 4ae #%ored in #euri%y "e!ie Ve%or #%ru%ural nineers

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ iles *sed for Analysis

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

Pa%$ %o file loa%ions 49203 Pro'e%s9*223 Larson7aouflae9*223+2/+3 68200 An%$ony:s Produe (;, /0: onoel,


34/71

3525.lp6o++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Prora ;p%ions++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

nineerin uni%s are *# 7us%oary *ni%s pounds, in$es, fee%

>asi Prora ;p%ions

$is analysis opu%es pile response %o la%eral loadin and will opu%e nonlinearoen%+ur!a%ure and noinal oen% apai%y for sele%ed se%ion %ypes.

7opu%a%ion ;p%ions+ ;nly in%ernally+enera%ed p+y ur!es used in analysis+ Analysis does no% use p+y ul%ipliers (indi!idual pile or s$af% a%ion only)+ Analysis assues no s$ear resis%ane a% pile %ip+ Analysis for fi?ed+len%$ pile or s$af% only+ 4o opu%a%ion of founda%ion s%iffness a%ri? eleen%s+ ;u%pu% pile response for full len%$ of pile+ Analysis assues no soil o!een%s a%in on pile+ 4o p+y ur!es %o &e opu%ed and ou%pu% for user+speified dep%$s

#olu%ion 7on%rol Parae%ers

+ 4u&er of pile inreen%s = 00+ a?iu nu&er of i%era%ions allowed = 200+ "efle%ion %olerane for on!erene = .0000+0 in+ a?iu allowa&le defle%ion = 00.0000 in

Pile 1esponse ;u%pu% ;p%ions+ Values of pile+$ead defle%ion, &endin oen%, s$ear fore, and

soil rea%ion are prin%ed for full len%$ of pile.+ Prin%in nreen% (nodal spain of ou%pu% poin%s) =

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Pile #%ru%ural Proper%ies and ored Pile) #e%ion Len%$ = [email protected] f% #e%ion "iae%er = @2.000 in

Pae 2


35/71

3525.lp6o

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ a%%er Anles++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

a%%er Anle = 0.000 derees = 0.000 radians

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ #oil and 1oB Layerin nfora%ion++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

$e soil profile is odelled usin 3 layers

Layer is sof% lay, p+y ri%eria &y a%loB, /@0

"is%ane fro %op of pile %o %op of layer = 0.500 f%"is%ane fro %op of pile %o &o%%o of layer = 5.500 f%

Layer 2 is s%iff lay wi%$ou% free wa%er usin ini%ial sele%ed B, 200

"is%ane fro %op of pile %o %op of layer = 5.500 f%"is%ane fro %op of pile %o &o%%o of layer = .500 f%p+y su&rade odulus B for %op of soil layer = 00.000 l&sCinDD3p+y su&rade odulus B for &o%%o of soil layer = 00.000 l&sCinDD3

Layer 3 is s%iff lay wi%$ou% free wa%er

"is%ane fro %op of pile %o %op of layer = .500 f%"is%ane fro %op of pile %o &o%%o of layer = 50.500 f%

("ep%$ of lowes% layer e?%ends 23.00 f% &elow pile %ip)

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ffe%i!e *ni% Wei$% of #oil !s. "ep%$++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

ffe%i!e uni% wei$% of soil wi%$ dep%$ defined usin 6 poin%s

Poin% "ep%$ ff. *ni% Wei$%4o. f% pf+++++ ++++++++++ ++++++++++++++++ 0.50 05.00000 2 5.50 05.00000 3 5.50 20.00000 .50 20.00000 5 .50 20.00000 6 50.50 20.00000

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++Pae 3


36/71

3525.lp6o #uary of #oil Proper%ies++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

Layer #oil ype "ep%$ ff. *ni% 7o$esionri%ion Eu 1F" psilon 50 Bpy 1oBass Br es% ype es% Prop. las. #u&r.4u. (p+y 7ur!e 7ri%eria) f% W%., pf psfAn., de. psi peren% pi psi pi+++++ ++++++++++++++++++++++++++++++++++ ++++++++++ ++++++++++ ++++++++++++++++++++ ++++++++++ ++++++++++ ++++++++++ ++++++++++ ++++++++++++++++++++ ++++++++++ ++++++++++ ++++++++++ ++++++++++++ #of% 7lay 0.500 05.000 .00+03

++ ++ ++ .00+08 ++ ++ ++++ ++ ++ ++

5.500 05.000 .00+03++ ++ ++ .00+08 ++ ++ ++

++ ++ ++ ++2 #%iff 7lay wCo ree Wa%er, usin B 5.500 20.000 /00.000++ ++ ++ 0.00500 ++ 00.000 ++

++ ++ ++ ++.500 20.000 /00.000

++ ++ ++ 0.00500 ++ 00.000 ++++ ++ ++ ++

3 #%iff 7lay wCo ree Wa%er .500 20.000 300.000++ ++ ++ 0.0000 ++ ++ ++

++ ++ ++ ++50.500 20.000 300.000

++ ++ ++ 0.0000 ++ ++ ++++ ++ ++ ++

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Loadin ype++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

7yli loadin ri%eria were used for opu%a%ion of p+y ur!es for all analyses.4u&er of yles of loadin = 52

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Pile+$ead Loadin and Pile+$ead i?i%y 7ondi%ions++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

4u&er of loads speified = 3

Load Load 7ondi%ion 7ondi%ion A?ial $rus%4o. ype 2 ore, l&s

+++++ ++++ ++++++++++++++++++++ +++++++++++++++++++++++ ++++++++++++++++ V = 000. l&s = 35688880. in+l&s 6@0. 2 V = 20625. l&s = 6@2/63. in+l&s 3856/. 3 V = 60. l&s = 05508. in+l&s 006.

V = perpendiular s$ear fore applied %o pile $ead = &endin oen% applied %o pile $eady = la%eral defle%ion rela%i!e %o pile a?is# = pile slope rela%i!e %o oriinal pile &a%%er anle1 = ro%a%ional s%iffness applie %o pile $eadA?ial %$rus% is assued %o &e a%in a?ially for all pile &a%%er anles.

Pae


37/71

3525.lp6o

++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 7opu%a%ions of 4oinal oen% 7apai%y and 4onlinear >endin #%iffness++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

A?ial %$rus% fore !alues were de%erined fro pile+$ead loadin ondi%ions

4u&er of Pile #e%ions AnalyGed =

Pile #e%ion 4o.

"iensions and Proper%ies of "rilled #$af%+++++++++++++++++++++++++++++++++++++++++++

Len%$ of #e%ion = [email protected] f%#$af% "iae%er = @2.00000000 in7onre%e 7o!er $iBness = .62500000 in4u&er of 1einforin >ars = 28 &arsHield #%ress of 1einforin >ars = 60.00000000 Bsiodulus of las%ii%y of 1einforin >ars = 2/000. Bsiar #pain = 5./38060 in1e&ar ;ffse% = 0.0000000 in

A?ial #%ru%ural 7apai%ies++++++++++++++++++++++++++++

4o. A?ial #%ru%ural 7apai%y = 0.85 A I y As = 50/5.06 Bipsensile Load for 7raBin of 7onre%e = [email protected] Bips4oinal A?ial ensile 7apai%y = [email protected] Bips

1einforin >ar "iensions and Posi%ions *sed in 7opu%a%ions

>ar >ar "ia. >ar Area H4u&er in$es sE. in. in$es in$es++++++++++ ++++++++++ ++++++++++ ++++++++++ ++++++++++

.00000 0.@/000 30.8@500 0.00000 2 .00000 0.@/000 30.00/0 6.8@033 3 .00000 0.@/000 [email protected]@ 3.3/66 .00000 0.@/000 2.3/05 /.25025 5 .00000 0.@/000 /.25025 2.3/05 6 .00000 0.@/000 3.3/66 [email protected]@ @ .00000 0.@/000 6.8@033 30.00/0 8 .00000 0.@/000 0.00000 30.8@500 / .00000 0.@/000 +6.8@033 30.00/0 0 .00000 0.@/000 +3.3/66 [email protected]@ .00000 0.@/000 +/.25025 2.3/05 2 .00000 0.@/000 +2.3/05 /.25025 3 .00000 0.@/000 [email protected]@ 3.3/66 .00000 0.@/000 +30.00/0 6.8@033 5 .00000 0.@/000 +30.8@500 0.00000 6 .00000 0.@/000 +30.00/0 +6.8@033 @ .00000 0.@/000 [email protected]@ +3.3/66 8 .00000 0.@/000 +2.3/05 +/.25025 / .00000 0.@/000 +/.25025 +2.3/05 20 .00000 0.@/000 +3.3/66 [email protected]@ 2 .00000 0.@/000 +6.8@033 +30.00/0 22 .00000 0.@/000 0.00000 +30.8@500 23 .00000 0.@/000 6.8@033 +30.00/0

Pae 5


38/71

3525.lp6o 2 .00000 0.@/000 3.3/66 [email protected]@ 25 .00000 0.@/000 /.25025 +2.3/05 26 .00000 0.@/000 2.3/05 +/.25025 2@ .00000 0.@/000 [email protected]@ +3.3/66 28 .00000 0.@/000 30.00/0 +6.8@033

7onre%e Proper%ies++++++++++++++++++++

7opressi!e #%ren%$ of 7onre%e = .0000000 Bsiodulus of las%ii%y of 7onre%e = 360.//65326 Bsiodulus of 1up%ure of 7onre%e = +0.@36 Bsi7opression #%rain a% PeaB #%ress = 0.008863ensile #%rain a% ra%ure of 7onre%e = +0.0005a?iu 7oarse Area%e #iGe = 0.@500000 in

4u&er of A?ial $rus% ore Values "e%erined fro Pile+$ead Loadins = 3

4u&er A?ial $rus% ore

Bips++++++ ++++++++++++++++++

38.56/ 2 0.06 3 6.@0

"efini%ions of 1un essaes and 4o%es++++++++++++++++++++++++++++++++++++++

7 = onre%e in se%ion $as raBed in %ension. H = s%ress in reinforin s%eel $as rea$ed yield s%ress. = A7 38+08 ri%eria for %ension+on%rolled se%ion e%, %ensile s%rain in

reinforeen% e?eeds 0.005 w$ile siul%aneously opressi!e s%rain inonre%e ore %$an %$an 0.003. #ee A7 38+08, #e%ion 0.3..

J = dep%$ of %ensile Gone in onre%e se%ion is less %$an 0 peren% of se%iondep%$.

>endin #%iffness () = 7opu%ed >endin oen% C 7ur!a%ure.Posi%ion of neu%ral a?is is easured fro ede of opression side of pile.7opressi!e s%resses and s%rains are posi%i!e in sin.ensile s%resses and s%rains are nea%i!e in sin.

A?ial $rus% ore = 38.56/ Bips

>endin >endin >endin "ep%$ %o a? 7op a? ensa? 7onre%e a? #%eel 1un

7ur!a%ure oen% #%iffness 4 A?is #%rain #%rain#%ress #%ress s

radCin. in+Bip Bip+in2 in inCin inCinBsi Bsi

+++++++++++++ +++++++++++++ +++++++++++++ +++++++++++++ +++++++++++++ ++++++++++++++++++++++++++ +++++++++++++ +++

0.000000@ 233.@///32/ 58/83/. .22/@2 0.0000@2 +0.000028 0.0@86@@ 0./363/

0.000000833 855.625 582652/3/5. 38.6/62 0.0000322 +0.00002@8 0.3062 0./2//

0.00000250 @26.6003/0 586802@/. 3@.@/033 0.0000@2 +0.000028 0./5@60 .3553525

0.0000066@ /66.2@65/6 5@/6@65/5@. [email protected] 0.0000622 +0.00005@8Pae 6


39/71

3525.lp6o 0.256/636 .@8625

0.000002083 205. 5@8825505. [email protected]@ 0.0000@@2 +0.0000@28 0.3@6@0 2.2@0@2

0.000002500 @. 5@668@/@6. 36.8832288 0.0000/22 +0.00008@8 0.3@@880 2.6@/3

0.000002/@ 6@@6. 5@5/0/68. 36.@5/5@63 0.0000@2 +0.000028 0.3@5/@ 3.0@8@/@5

0.000003333 6@@6. 5032/220/@. @.65/838/ 0.000058/ +0.0008 0.208335 +5.280823 7

0.000003@50 6@@6. @3@0853. @.32535 0.0000650 +0.0002050 0.2652@28 +5./06@22 7

0.000006@ 6@@6. 02633@6@8. @.05@620 0.0000@ +0.000228/ 0.28/635 +6.5/53682 7

0.00000583 6@@6. 3660306/80. 6.8352@@ 0.0000@@2 +0.0002528 0.33866 [email protected]/0 7

0.000005000 6@@6. 3355283/8. 6.66@2 0.0000832 +0.0002@68 0.33@8@@2 +@./@322@ 7

0.000005@ 6@@6. 30/@8282/. 6.8036 0.00008/3 +0.000300@ 0.3682 +8.66083 7

0.000005833 6@@6. 28@5/558. 6.368/6 0.0000/5 +0.000326 0.385@3 +/.353@508 7

0.000006250 6@@6. 2682258. 6.2285528 0.0000 +0.000386

0.0/5@@ +0.03328 70.00000666@ 6@@6. 25660/. 6.26@@ 0.0000@5 +0.0003@25

0.3323@ +0.@33582/ 70.00000@083 6@@6. 236833/28. 6.0260/26 0.00035 +0.0003/65

0.56@/5 +.20235 70.00000@500 6@@6. 223685265. 5./@605 0.000/6 +0.00020

0.802835 +2.36@ 70.00000@/@ 6@@6. 2/250/. 5.866@2/0 0.000256 +0.000

0.503@06 +2.8063 70.000008333 6@@6. 2036883/. 5.@//60 0.0003@ +0.000683

0.52@0@2/ +3./@623 70.000008@50 6@@6. /@303656. 5.@3/25@ 0.0003@@ +0.000/23

0.5503@00 +.883 70.00000/6@ 6@@6. 83053/0. 5.68@656 0.00038 +0.000562

0.5@3602 +.8@@66 7

0.00000/583 6@@6. @50585//. 5.635366 0.000/8 +0.000502 0.5/6@68/ +5.5662 70.000000 6@@6. 6@@606//. 5.5/0233 0.00055/ +0.00056

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0.62/065 +6./03 70.000008 6@@6. 585/5. 5.5855 0.000680 +0.000620

0.6658@@0 [email protected]/2 70.00003 6@@6. /236@@. 5.@@225 0.000@ +0.000635/

0.688@@55 +8.3230//6 70.0000@ 6@@6. 3@/@@@2. 5.3@@3 0.000802 +0.00065/8

0.@532/ +/.030@56 70.00002 6@@6. 3883/2303. 5.28022 0.000862 +0.0006838

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0.@568535 +20.3/2@0 70.00002/ 6@@6. 2/888606. 5.35@@/52 0.000/8 +0.000@36

0.@@/65 +2.0823@58 70.000033 6@@6. 25823052. 5.3332@85 0.00020 +0.000@556

0.80/6 +2.@@/323 70.000038 6@@6. 2200232@. 5.30528 0.000205 +0.000@@/5

0.823@6 +22.63830 70.00002 6@@6. 826/6. 5.28/33 0.000266 +0.000803

0.86@5 +23.50@2@@ 70.00006 6@@6. 50382/. 5.26/636/ 0.000222@ +0.00082@3

0.86/0@/ +23.83//660 7Pae @


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3525.lp6o 0.000050 6@@6. 82@33. 5.2526/@ 0.0002288 +0.000852 0.8/2550 +2.52/0/@6 7

0.00005 6@@6. 088//3@2. 5.2338 0.00023/ +0.0008@5 0./3266 +25.28222 7

0.000058 6@@6. 05/5625@. 5.28355 0.00020 +0.0008//0 0./355326 +25./0@03/8 7

0.000063 6@@6. 0323/2@6. 5.203852 0.0002@ +0.000/22/ 0./5@5@2/ +26.5/58/3 7

0.0000@ 6@@6. /82033580. 5.@62@5 0.00025/3 +0.000/@0@ .00560 +2@./@33 7

0.0000@/ 6@@6. /3635@5//. 5.5223/ 0.0002@5 +0.00085 .050@50 +2/.3500030 7

0.000088 6@@6. 8/@@06. 5.3632 0.000283@ +0.000663 .08828/ +30.@2628 7

0.0000/6 6@@6. 85666@5/. 5.3386 0.0002/60 +0.000 .35@ +32.0206 7

0.000020 6@@6. 82@056@. 5.0/@3@8 0.0003082 +0.0068 .@3385 +33.@@/0 7

0.000023 6@@6. @8/@@/@6. 5.0833// 0.0003205 +0.0020/5 .268/23 +3.8530362 7

0.000022 6@@6. @5/68635. 5.0@088 0.0003328 +0.0025@2 .25/@@@ +36.22@6@8 7

0.000022/ @260. @538530. 5.0603863 0.00035 +0.0030/ .30/3@ [email protected] 7

0.0000238 @85. @5630553. 5.05022 0.00035@5 +0.003525 .32/3/ +38./@56036 7

0.000026 8. @506635. 5.030/0 0.00036/8 +0.00002 .383/ +0.388805 7

0.000025 /03. @8@@0032. 5.03622/2 0.0003822 +0.00@8 .25663 +.@26/62 7

0.0000263 /62. @@82@3. 5.03038 0.0003/5 +0.00/55 .66556 +3.0/0@5 7

0.00002@ 2020/. @68/80/. 5.025555 0.00006/ +0.0053 .50@200/ +.65/35 7

0.00002@/ 20@/8. @/88868. 5.025608 0.000/ +0.005/06 .5@583 +5.83@38 7

0.0000288 2385. @38038. 5.0836/@ 0.00038 +0.006382

.58@685@ [email protected] 70.00002/6 2/@3. @2@3/@2. 5.05/6 0.0002 +0.006858 .62@533 +8.5@8@66 7

0.000030 22560. @682/53. 5.0385 0.00056@ +0.00@333 .66@062/ +/./8@286 7

0.000033 236. @06660. 5.02//0 0.0006/2 +0.00@808 .@063338 +5.382268 7

0.000032 23@32. @3/686/5. 5.02266 0.00086 +0.00828 .@532@ +52.68@2380 7

0.000032/ 23@. @38@582. 5.0206 0.000/2 +0.008@58 .@8038 +5.055@586 7

0.0000338 2/02. @3@82@@2. 5.028885 0.000506@ +0.00/233 .822630 +55.23@853 7

0.000036 2586. @36/2/@6. 5.0385 0.0005/2 +0.00/@08 .860608 +56.@/35 7

0.000035 260@0. @36085226. 5.0525 0.000538 +0.002082 .8/86/@ +58.58326 7

0.0000363 26653. @352525. 5.0@05/6 0.0005 +0.0020656 ./3606 +5/.528660 7

0.00003@ 2@236. @33063. 5.0/2658 0.00055@0 +0.00230 ./@33363 +60.0000000 7H

0.00003@/ 2@88. @33655255. 5.02806 0.00056/6 +0.00260 2.0033/5 +60.0000000 7H

0.000038@ 283//. @3288@606. 5.02@63@ 0.0005822 +0.00220@8 2.0@05 +60.0000000 7H

0.00003/6 28/80. @322@@0. 5.02@/3@ 0.0005// +0.002255Pae 8


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3525.lp6o 2.083@6 +60.0000000 7H

0.00000 2/5@. @303625. 5.0232 0.00060@2 +0.0023028 2.8@63 +60.0000000 7H

0.00002 2//65. @2628@3. 5.0068@// 0.0006/0 +0.002350 2.52060 +60.0000000 7H

0.00002 30386. @220@@@. ./860/0 0.000630@ +0.0023//3 2.85830 +60.0000000 7H

0.00002/ 30@5. @65808. ./5@3/@ 0.0006/ +0.0028 2.25@23 +60.0000000 7H

0.00003@ 3080. @03//68. ./23/305 0.000652/ +0.002/@ 2.25/356 +60.0000000 7H

0.00006 30/. @0/86. .8/28/ 0.000663/ +0.00256 2.2@5/@/ +60.0000000 7H

0.00005 3@33. 6/8@036. .863/@ 0.0006@/ +0.0025/5 2.305582 +60.0000000 7H

0.000062 32006. 6/2022@25. .822/6@/ 0.0006856 +0.0026 2.333/65 +60.0000000 7H

0.0000@ 32250. 68/522@. .@860@@ 0.0006/60 +0.0026/0 2.36/0 +60.0000000 7H

0.0000@/ 32/2. 6@80/285/. .@0388 0.000@063 +0.002@3@ 2.388650 +60.0000000 7H

0.00008@ 32@33. 6@55@5. .6//268 0.000@66 +0.002@/3

2.50/ +60.0000000 7H0.0000/6 32/@5. 66503523. .6600008 0.000@26/ +0.00283

2./@68 +60.0000000 7H0.000052/ 33@62. 6380/350. .8586/ 0.000@665 +0.003035

2.520// +60.0000000 7H0.0000562 336. 62/550@. .36628 0.0008053 +0.0032@

2.6366/63 +60.0000000 7H0.00005/6 3505. 5882@6230. .585233 0.000836 +0.0036

2.@2@02/ +60.0000000 7H0.000062/ 35/8. 5620/82. 3./86833 0.0008800 +0.0036500

2.80/822@ +60.0000000 7H0.0000662 35/38. 52682. 3.825@536 0.000/60 +0.003850

2.8888605 +60.0000000 7H0.00006/6 363@5. 522@50@06. 3.68523 0.000/520 +0.000580

2./653/58 +60.0000000 7H

0.0000@2/ 36@08. 5032/55. 3.532350 0.000/86@ +0.002633 3.036505 +60.0000000 7H0.0000@62 36/83. 8502@6//. 3.38685/3 0.00020@ +0.006/3

3.03552 +60.0000000 7H0.0000@/6 3@25. 6822@. 3.2/206@ 0.0005 +0.006@56

3.6@5/2 +60.0000000 7H0.000082/ 3@520. 52506258. 3.855@ 0.0008@@ +0.008823

3.2285538 +60.0000000 7H0.0000862 3@@85. 380/0. 2.///2@6 0.0022 +0.0050888

3.28@322 +60.0000000 7H0.00008/6 3802/. 250580. 2.885526 0.0053 +0.0052/5@

3.33636 +60.0000000 7H0.0000/2/ 3820. 660/8. 2.@666@/6 0.00862 +0.0055038

3.3/5@0/ +60.0000000 7H0.0000/63 3836. 3/8553@6. 2.65322@3 0.002@/ +0.005@2

3.32 +60.0000000 7H0.0000//6 3853. 386@8/. 2.53252 0.002/ +0.005/20/

3./0@@ +60.0000000 7H0.00002/ 38662. 3@5660/3. 2.36383 0.002@// +0.00630

3.5360@3 +60.0000000 7H0.000063 3880/. 3652656/5. 2.33@22@ 0.00308 +0.00633/2

3.5@6602 +60.0000000 7H0.0000/6 38/56. 355/@3/. 2.2/86 0.0038 +0.006582

3.66@6 +60.0000000 7H0.0002/ 3/02. 362/22. 2.5/058 0.003@30 +0.006@5@0

3.6550066 +60.0000000 7HPae /


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3525.lp6o 0.00063 3/2@. 33@608/@@. 2.0@8/3@ 0.0002 +0.006/658 3.6/3@80 +60.0000000 7H

0.000/6 3/38@. 32/368@08. 2.00325 0.0035 +0.00@@6 3.@25@0@@ +60.0000000 7H

0.00022/ 3/8/. 3226805. ./228/35 0.00655 +0.00@385 3.@56/6@ +60.0000000 7H

0.000263 3/5@2. 333@8/3. .83/@/5 0.00/8 +0.00@5/52 3.@8535 +60.0000000 7H

0.0002/6 3/6@. 305/56656. .@55/636 0.00523 +0.00@8066 3.8385 +60.0000000 7H

0.00032/ 3/@22. 2/8856/3. .6@@0868 0.00552 +0.0080@/ 3.835/35 +60.0000000 7H

0.000363 3/@/6. 2/20@@@@2. .602@38@ 0.00580/ +0.00822/ 3.858@60 +60.0000000 7H

0.0003/6 3/86/. 28562823/. .5326030 0.0060/8 +0.00802 3.8@//632 +60.0000000 7H

0.0002/ 3//2. 2@/@@2. .663/25 0.00638@ +0.008653 3.8//505 +60.0000000 7H

0.00062 00. 2@35/6/6. .038@ 0.0066@8 +0.0088622 3./@3@0 +60.0000000 7H

0.000/6 0085. 26@/@6388. .3@2/6 0.006/@0 +0.00/0@30 3./33502 +60.0000000 7H

0.00052/ 055. 2625/628. .28882 0.00@262 +0.00/2838 3./@//83 +60.0000000 7H

0.000562 0225. 25@0@2. .235/332 0.00@556 +0.00// 3./60@265 +60.0000000 7H

0.0005/6 02/. 252/600. .858@63 0.00@85 +0.00/@0/ 3./@@066 +60.0000000 7H

0.00062/ 036. 2@@0@6. .356528 0.0082 +0.00//58 3./80@85 +60.0000000 7H

0.000662 025. 23608/. .08800 0.00828 +0.002@2 3./8800// +60.0000000 7H

0.0006/6 08/. 238@536. .0363@32 0.008@6 +0.00338 3.//3555 +60.0000000 7H

0.000@2/ 055. 235330. 0.//02@55 0.00/00 +0.005/6 3.//@3/6/ +60.0000000 7H

0.000@62 062. 2302888. 0./65/ 0.00/2/3 +0.00@60@

3.///5323 +60.0000000 7H0.000@/6 06/. 2263/20/. 0.8/66/68 0.00/56/ +0.00/@3 3.//8363 +60.0000000 7H

0.00082/ 0683. 2226@0. 0.8/22@3 0.00/85 +0.0855 3./8/8@0 +60.0000000 7H

0.000202/ 085@. 203505/. 0.5//502/ 0.002508 +0.025/2 3./885/8@ 60.0000000 7H

0.000222/ 00@. 83/55805. 0.03@588 0.0023/2 +0.03@308 3.//00@6/ 60.0000000 7H

0.00022/ 3. 6/32206/. 0.232225 0.002853 +0.0500@ 3.///80@5 60.0000000 7H

0.000262/ 23. 5686@/25. 0.0/6@228 0.002656 +0.062@5 3.//25@ 60.0000000 7H

0.000282/ 3@. 62@3. /./8//05 0.0028263 +0.0@53@ 3.//26668 60.0000000 7H

0.000302/ 25. 36@503. /.8/@6/23 0.002//82 +0.0888 3.//36 60.0000000 7H

0.000322/ 68. 286/8@. /.80@83 0.0036@0 +0.0200830 3.///3@/6 60.0000000 7H 0.00032/ /. 20//3656. /.@2@262 0.0033356 +0.0235 3./@2822@ 60.0000000 7H 0.000362/ 506. 366802. /.622/68 0.003// +0.0226306 3.//8065 60.0000000 7H 0.000382/ 58. 0826038. /.56@5282 0.0036636 +0.023/06 3.///@552 60.0000000 7H 0.00002/ 52@. 0306@35. /.50/30/ 0.00382/@ +0.025803

Pae 0


43/71

3525.lp6o 3./8886 60.0000000 7H

A?ial $rus% ore = 0.06 Bips




+++++++++++++ +++++++++++++ +++++++++++++ +++++++++++++ +++++++++++++ ++++++++++++++++++++++++++ +++++++++++++ +++

0.000000@ 233.@@5086/ 58060208. .08503 0.0000@3 +0.00002@ 0.0@2202 0./60028

0.000000833 855.5/50 5826//. 38.@306/0 0.0000323 +0.00002@@ 0.3033 0./268658

0.00000250 @26.5@/30/ 5865//5. [email protected] 0.0000@3 +0.00002@ 0./6003 .35@@3

0.0000066@ /66.250//88 5@/6@505//. [email protected]@63 0.0000623 +0.00005@@ 0.25@302 .@885/80

0.000002083 205. 5@88333. [email protected]/5//63 0.0000@@3 +0.0000@2@

0.38006 2.2/660.000002500 @. 5@66865/@. 36./63636 0.0000/23 +0.00008@@

0.3@828 2.65033630.000002/@ 6@@6. 5@5/0202. 36.@880@/ 0.0000@3 +0.00002@

0.3@/2@3 3.0820@@0.000003333 6@@6. 5032/26. @.@6/868/ 0.00005/2 +0.000808

0.2233 +5.20@60 70.000003@50 6@@6. @3@0565. @.2828 0.000065 +0.000206

0.2668526 +5.8/55 70.000006@ 6@@6. 026330/. @.502505 0.0000@5 +0.0002285

0.2/20@5 +6.58@8 70.00000583 6@@6. 36603028. 6./23580 0.0000@@6 +0.000252

0.35/5 [email protected]@2@236 70.000005000 6@@6. 33552@6@. 6.@25/22 0.0000836 +0.0002@6

0.33/525 +@./6252@ 7

0.000005@ 6@@6. 30/@@800@. 6.55/08/3 0.00008/@ +0.0003003 0.363863 +8.6522/30 70.000005833 6@@6. 28@5/5006. 6.66/5 0.0000/58 +0.000322

0.38@386 +/.3/50 70.000006250 6@@6. 268220/3/. 6.2/3@@@ 0.00008 +0.000382

0.20 +0.03536 70.00000666@ 6@@6. 2565@30. 6.85/58 0.0000@/ +0.0003@2

0.3/553 +0.@222/ 70.00000@083 6@@6. 23683020. 6.086806@ 0.0003/ +0.0003/6

0.5850@/ +.558 70.00000@500 6@@6. 2236850@83. 5.///556 0.000200 +0.000200

0.8//58 +2.08836 70.00000@/@ 6@@6. 2/2@/. 5./25@ 0.000260 +0.0000

0.5058/ +2.@/282 70.000008333 6@@6. 20365@0. 5.8535@5 0.00032 +0.0006@/

0.528@@@0 +3.822553 70.000008@50 6@@6. /@3006@. 5.@885/3 0.000382 +0.000/8

0.5520@0 +.@22/5 70.00000/6@ 6@@6. 8305060. 5.@3/03@ 0.0002 +0.000558

0.5@52/80 +.8622356 70.00000/583 6@@6. @505@88@3. 5.680/@@ 0.000503 +0.00053/@

0.5/860@ +5.5520@83 70.000000 6@@6. 6@@63808@. 5.633@58 0.000563 +0.000563@

0.625580 +6.2822 70.00000 6@@6. 60532563. 5.5/000 0.00062 +0.00058@6

0.65/00 +6./36@5 7Pae


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3525.lp6o 0.000008 6@@6. 5858/003. 5.558/36 0.000685 +0.00065 0.66@556 [email protected] 7

0.00003 6@@6. /233855. 5.55/853 0.000@6 +0.000635 0.6/05@ +8.305/8 7

0.0000@ 6@@6. 3@/@5503. 5.82/36/ 0.000806 +0.00065/ 0.@32/22 +8.///8063 7

0.00002 6@@6. 3883/0. 5.508@ 0.00086@ +0.0006833 0.@35/88 +/.68/60@2 7

0.000025 6@@6. 320@0. 5.20@8 0.000/28 +0.000@0@2 0.@5868 +20.3@/360 7

0.00002/ 6@@6. 2/886583. 5.3/38 0.000/88 +0.000@32 0.@8@05 +2.06/008 7

0.000033 6@@6. 258228565. 5.36@8853 0.00020/ +0.000@55 0.803662 +2.@58550 7

0.000038 6@@6. 220002@. 5.305@ 0.00020 +0.000@@/0 0.8260/2/ +22.@/8@8 7

0.00002 6@@6. 82520. 5.32/83 0.0002@ +0.000802/ 0.88563 +23.3@386 7

0.00006 6@@6. 5038002. 5.303@63 0.000223 +0.000826/ 0.8@0@55 +23.82652/ 7

0.000050 6@@6. 8253/. 5.2825/@ 0.00022/2 +0.0008508 0.8/2/8@2 +2.556605 7

0.00005 6@@6. 088/@6@8. 5.2622 0.0002353 +0.0008@@ 0./55 +25.206@0 7

0.000058 6@@6. 05/5608/@. 5.2@6 0.0002 +0.0008/86 0./3@2560 +25.8/35@5 7

0.000063 6@@6. 0323/266/. 5.23@8/0 0.0002@5 +0.000/225 0./5/2// +26.58236/8 7

0.0000@ 6@@6. /8203205. 5.2033/36 0.00025/@ +0.000/@03 .003662 +2@./5/635 7

0.0000@/ 6@@6. /363562. 5.@8@@2 0.0002@/ +0.0008 .06@@63 +2/.336662 7

0.000088 6@@6. 8/@033. 5.56580 0.000282 +0.000658 .0/023 +30.@285/0 7

0.0000/6 6@@6. 85666625@. 5.3@32 0.0002/6 +0.0036 .332005 +32.0888 7

0.000020 6@@6. 82@0028@. 5.2038/0 0.000308@ +0.0063

.@6030 +33.63/6 70.000023 6@@6. @8/@6@@. 5.055065 0.000320 +0.0020/0 .2855@8 +3.83/386 7

0.000022 6@@6. @5/685@. 5.0/28/ 0.0003333 +0.00256@ .260830 +36.23//@ 7

0.000022/ @2/. @552@6. 5.0802@ 0.000356 +0.0030 .30280/ [email protected]@ 7

0.0000238 @882. @52/2828. 5.0@05@5 0.00035@/ +0.00352 .35@@ +38./685/5 7

0.000026 8@2. @5080/. 5.0628 0.0003@03 +0.003//@ .38602@ +0.335058 7

0.000025 /062. @//@6. 5.05/5/ 0.0003826 +0.00@ .2@2358 +.@0@8/0@ 7

0.0000263 /65. @8630. 5.0858// 0.0003/50 +0.00/50 .68558 +3.08020 7

0.00002@ 2020. @@38053. 5.03208 0.0000@ +0.00526 .50880@ +.52063@ 7

0.00002@/ 20828. @608220. 5.038@2/2 0.000/8 +0.005/02 .5/@2@ +5.82355 7

0.0000288 26. @/023. 5.0350@86 0.000323 +0.0063@@ .58/26@6 +@./3532 7

0.00002/6 22003. @3@6/@33. 5.032/0 0.000@ +0.006853 .62/085@ +8.56@835 7

0.000030 225/0. @2683@/@. 5.03000@ 0.0005@2 +0.00@328 .6686258 +/./3@333 7

0.000033 23@6. @63/665. 5.028@00 0.0006/6 +0.00@80Pae 2


45/71

3525.lp6o .@0@88@0 +5.30//0 7

0.000032 23@62. @0633/85. 5.02@538@ 0.00082 +0.0082@/ .@68683 +52.6@3@@ 7

0.000032/ 23@. @3/663@. 5.02@688 0.000/6 +0.008@5 .@85568@ +5.06650 7

0.0000338 2/32. @38@26226. 5.02@322 0.00050@2 +0.00/228 .823/8@ +55.0/658 7

0.000036 2556. @3@88/@. 5.02@/6 0.0005/@ +0.00/@03 .862226 +56.@@@50 7

0.000035 2600. @36/3/@62. 5.02/065 0.0005323 +0.0020@@ .8///@ +58.82 7

0.0000363 26683. @3608656/. 5.0305/ 0.0005/ +0.002065 ./3@505 +5/.5063@5 7

0.00003@ 2@266. @3525@552. 5.032528 0.00055@5 +0.00225 ./@8208 +60.0000000 7H

0.00003@/ 2@88. @3503. 5.0383 0.0005@0 +0.0025// 2.083/ +60.0000000 7H

0.000038@ 2830. @3366568. 5.03@5@/ 0.000582@ +0.00220@3 2.08588 +60.0000000 7H

0.00003/6 2/00. @328/322. 5.00//0 0.0005/5 +0.002256 2.08/303 +60.0000000 7H

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2.2022@5 +60.0000000 7H0.00002 2///@. @2@200@@. 5.0/2356 0.0006/5 +0.0023505

2.53532/ +60.0000000 7H0.00002 308. @2280/0@3. .//82622 0.000632 +0.0023/88

2.86063 +60.0000000 7H0.00002/ 30@8. @@286@@. ./6/255 0.00062 +0.002@6

2.2@/5/ +60.0000000 7H0.00003@ 33. @5306. ./3583/ 0.000653 +0.002/66

2.2@3/85 +60.0000000 7H0.00006 32. @0523@0@@. ./038/6 0.000665 +0.002555

2.2@@3@0/ +60.0000000 7H0.00005 3@66. 6//3@6@. .8@26@23 0.0006@55 +0.0025/5

2.30@02@/ +60.0000000 7H0.000062 3200. 6/2@5@8@. .83686 0.000686 +0.00263/

2.33502 +60.0000000 7H

0.0000@ 3228. 6856@5030. .@/2/350 0.0006/65 +0.0026/35 2.362/383 +60.0000000 7H0.0000@/ 32526. 6@880@82. .@5236@ 0.000@06/ +0.002@3

2.3/0832 +60.0000000 7H0.00008@ 32@68. 6@25666. .@@06 0.000@@2 +0.002@/28

2.6/3@2 +60.0000000 7H0.0000/6 3300/. 665@2500. .6@566 0.000@2@5 +0.002825

2.3/3 +60.0000000 7H0.000052/ 33@/@. 6386862/8. ./6//0 0.000@6@ +0.00302/

2.535/58 +60.0000000 7H0.0000562 3@. 62828/. .32@2/3 0.000805/ +0.0032

2.638585 +60.0000000 7H0.00005/6 35088. 58888360. .686@6 0.00082 +0.00358

2.@285/6 +60.0000000 7H0.000062/ 35535. 56@/060. 3.//@2585 0.000880@ +0.0036/3

2.833/6 +60.0000000 7H0.0000662 35/@5. 530@/@. 3.835@06 0.000/66 +0.003853

2.8/03333 +60.0000000 7H0.00006/6 36. 5232@5536. 3.6/06/ 0.000/52@ +0.0005@3

2./6682@ +60.0000000 7H0.0000@2/ 36@6. 503/6@@. 3.56686 0.000/8@ +0.002626

3.03@863 +60.0000000 7H0.0000@62 3@02. 8556/08. 3.3/5805 0.0002 +0.00686

3.0/3 +60.0000000 7H0.0000@/6 3@2/2. 68585@6. 3.25856/2 0.000552 +0.006@8

3.68//02 +60.0000000 7HPae 3


46/71

3525.lp6o 0.000082/ 3@558. 52/5/@5. 3.2@5@@ 0.000885 +0.00885 3.22//@ +60.0000000 7H

0.0000862 3@823. 385262. 3.00@/60 0.002/ +0.005088 3.288@@@3 +60.0000000 7H

0.00008/6 3806@. 2/2838. 2.8/036 0.0055 +0.0052// 3.3@@6 +60.0000000 7H

0.0000/2/ 3823. 5@/53. 2.@@50363 0.008@0 +0.0055030 3.3/6508 +60.0000000 7H

0.0000/63 383//. 3/8//680. 2.66323@ 0.0028@ +0.005@3 3.55553 +60.0000000 7H

0.0000//6 38552. 38@30863. 2.558836 0.002500 +0.005/200 3./20@3/ +60.0000000 7H

0.00002/ 38@00. 3@6036/. 2.823@ 0.002808 +0.0062/2 3.53585/ +60.0000000 7H

0.000063 3888. 36562/56. 2.353/85 0.003@ +0.0063383 3.5@@@/@3 +60.0000000 7H

0.0000/6 38//5. 3558@0. 2.252/225 0.0032@ +0.0065@3 3.6@8832 +60.0000000 7H

0.0002/ 3/. 36633@60. 2.66@/2 0.003@38 +0.006@562 3.6560/3 +60.0000000 7H

0.00063 3/286. 33@/0525. 2.086@00 0.0005 +0.006/6/ 3.6/220 +60.0000000 7H

0.000/6 3/26. 32/6/086/. 2.00506 0.00363 +0.00@@3@ 3.@2668@5 +60.0000000 7H

0.00022/ 3/528. 3258300. ./302@5/ 0.0066 +0.00@3836 3.@5@865 +60.0000000 7H

0.000263 3/6. 33@522@8. .8@@558 0.00/58 +0.00@5/2 3.@863@ +60.0000000 7H

0.0002/6 3/68@. 30626265. .@638232 0.0052 +0.00@8056 3.823@52 +60.0000000 7H

0.00032/ 3/@6. 2//3@. .68@@/2 0.00553 +0.00806/ 3.836@/06 +60.0000000 7H

0.000363 3/835. 2/236820@. .602@30 0.0058/ +0.008228 3.85/5@@ +60.0000000 7H

0.0003/6 3//08. 285/50. .53//8@ 0.00608 +0.0083/2 3.880@/3 +60.0000000 7H

0.0002/ 3//8. 2@/@506. .@363 0.0063/8 +0.0086502

3./00/// +60.0000000 7H0.00062 0053. 2@3866@00. .0/538 0.00668/ +0.00886 3./8002 +60.0000000 7H

0.000/6 02. 26823/836. .35@0@/ 0.006/80 +0.00/0@20 3./30/6 +60.0000000 7H

0.00052/ 0/5. 262853556. .2/56803 0.00@2@3 +0.00/282@ 3./8500 +60.0000000 7H

0.000562 026. 25@6/2385. .226@32 0.00@56@ +0.00//33 3./66@8 +60.0000000 7H

0.0005/6 0333. 252@2. ./2505@ 0.00@86 +0.00/@03/ 3./@2082@ +60.0000000 7H

0.00062/ 00. 2@/836@8. .30355 0.0085 +0.00//6 3./836 +60.0000000 7H

0.000662 065. 233//65. .0/20@33 0.008 +0.0025/ 3./8828/0 +60.0000000 7H

0.0006/6 0528. 238/8@852. .0358 0.008@28 +0.0033@2 3.//3@5@ +60.0000000 7H

0.000@2/ 05/0. 23@002. 0.//@3/8 0.00/06 +0.0058 3.//@52@6 +60.0000000 7H

0.000@62 0652. 2306/0@. 0./53/@6 0.00/306 +0.00@5/ 3.///58@0 +60.0000000 7H

0.000@/6 068/. 2265@2568. 0./03856 0.00/58 +0.00/@/ 3.//@@355 +60.0000000 7H

0.00082/ 0@23. 222633@50. 0.85626/ 0.00/858 +0.082 3./8/ +60.0000000 7H

0.000202/ 08/@. 205@8/0. 0.6060630 0.00252 +0.025@/Pae


47/71

3525.lp6o 3./888/8 60.0000000 7H

0.000222/ 0@. 835/6. 0.0/@08 0.0023208 +0.03@2/2 3./8/5@28 60.0000000 7H

0.00022/ @. 6/86635. 0.2380265 0.0028@0 +0.050030 3.///8530 60.0000000 7H

0.000262/ 283. 5@0/53. 0.032@8 0.0026563 +0.062@3@ 3.//2@5 60.0000000 7H

0.000282/ 386. 6280. /.//6526 0.002828 +0.0@5/ 3.//226 60.0000000 7H

0.000302/ 65. 3688588. /./03/23 0.003000 +0.0880// 3.//@32 60.0000000 7H 0.000322/ 508. 28500/3. /.8353 0.00368/ +0.02008 3.//8@6/ 60.0000000 7H 0.00032/ 53. 20/8@@. /.@33255 0.00333@@ +0.023523 3./@3522 60.0000000 7H 0.000362/ 56. @@@. /.6/3/0 0.00350/ +0.022628 3.//22/65 60.0000000 7H 0.000382/ 558. 08530/3. /.5@3/0 0.0036662 +0.023/038 3.///8352 60.0000000 7H 0.00002/ 56@. 0366@6. /.5@08 0.003832 +0.025@@6 3./80303 60.0000000 7H

A?ial $rus% ore = 6.@0 Bips




+++++++++++++ +++++++++++++ +++++++++++++ +++++++++++++ +++++++++++++ ++++++++++++++++++++++++++ +++++++++++++ +++

0.000000@ 233.2/@2@5 583//306. .302/ 0.000085 +0.00005 0.0@@338 0.533@

0.000000833 85./2@/5/ 5825/352. 0.83// 0.0000335 +0.0000265 0.3/522 0./6232

0.00000250 @26.082322 58265/6. 38.@/8560 0.000085 +0.00005 0.208@ .3/33/00.0000066@ /660.@5@/82 5@/6528@/. 38.05@@ 0.0000635 +0.0000565

0.26236 .823@@80.000002083 205. 5@85@3283. [email protected]/063 0.0000@85 +0.0000@5

0.32303 2.2553600.000002500 @. 5@666603. [email protected] 0.0000/35 +0.0000865

0.383225 [email protected]/@ 6@@6. 5@5@28333. [email protected]/3/ 0.000085 +0.00005

0.2/2@ [email protected] 6@@6. 5032@622/. /.35/2@33 0.000065 +0.000@55

0.260883 +5.0538036 70.000003@50 6@@6. @35668. 8.8822608 0.0000@08 +0.000//2

0.28/66 +5.@3@0 70.000006@ 6@@6. 02620/833. 8./0/003 0.0000@@0 +0.0002230

0.33/85 +6.2282/ 70.00000583 6@@6. 3660/0@5@. 8.62@23 0.0000832 +0.000268

0.338566@ [email protected]/6 70.000005000 6@@6. 3355@86. @.88350@ 0.00008/ +0.0002@06

0.362/@3 +@.@/6866 70.000005@ 6@@6. 30/@088@. @.6835@2 0.0000/56 +0.0002/

0.38@306/ +8.88@2 70.000005833 6@@6. 28@58666. @.3@5336 0.0000@ +0.000383

0.3 +/.6/2506 70.000006250 6@@6. 2683/88/. @.25/62@ 0.0000@8 +0.000322

0.353052 +/.85@2880 7Pae 5


48/71

3525.lp6o 0.00000666@ 6@@6. 256386. @.0/56/2@ 0.0000 +0.0003660 0.5//86 +0.55232@ 7

0.00000@083 6@@6. 2368358@25. 6./5562@ 0.00020 +0.00038// 0.83023 +.233085 7

0.00000@500 6@@6. 2236@8320. 6.826/@// 0.000262 +0.00038 0.5066@2 +./283/ 7

0.00000@/@ 6@@6. 2/05@80@. 6.@06663 0.000323 +0.0003@@ 0.530523 +2.6085/5 7

0.000008333 6@@6. 2030/6. 6.6063@85 0.00038 +0.00066 0.5535/0 +3.2//@/8 7

0.000008@50 6@@6. /@22@@8. 6.523//6 0.0005 +0.000855 0.5@6/632 +3./886286 7

0.00000/6@ 6@@6. 8300/53@/. 6.2@32@ 0.000506 +0.00050/ 0.6002688 +.6@@36/5 7

0.00000/583 6@@6. @505260. 6.3///3 0.00056@ +0.0005333 0.62350@@ +5.36603 7

0.000000 6@@6. 6@@58@30. 6.2@/386 0.000628 +0.00055@2 0.666@/8 +6.055628 7

0.00000 6@@6. 6083/33. 6.288 0.00068/ +0.00058 0.66/@85 +6.@306 7

0.000008 6@@6. 585223. 6.53030 0.000@50 +0.0006050 0.6/2@2@ [email protected] 7

0.00003 6@@6. /8882@. 6.0/58@6 0.0008 +0.000628/ 0.@555// +8.23/@ 7

0.0000@ 6@@6. 3@/32083. 6.02286 0.0008@2 +0.0006528 0.@383322 +8.80560 7

0.00002 6@@6. 3883828. 5.//30382 0.000/32 +0.0006@68 0.@60386 +/.//6228 7

0.000025 6@@6. 3206//. 5./@3

Date post:	01-Jun-2018
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Anthony s Produce Structural Calcs 2013-11-15

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