Slex Package D Structures

7/26/2019 Slex Package D Structures

1/39

NAME TYPE STA

OKEY!!! OP1 NORMAL 88+227. ".#"$ $#. 2.4$4 1. .

OP2 +2.' 8#+4#.4$" ".417 $#. 2.4$4 1. ".

OP$ -2.' #+$1".74 "".2#" $#. 2.4$4 1. .

OP4 .7-2.' #$+"".8# #1.8$2 $#. 2.$87 1. .

OP -2.' #4+8$.74" #7.84 $#. 2.4$4 1. 4

OP" NORMAL #"+"17.$1 112.2# $#. 2.4$4 1. 4

OP7 +2.' #7+8. 11$.28# $#. 2.4$4 1. .

OP8 NORMAL #7+##2.#8 114.1"2 $#. 2.4$4 1. ".

OP# NORMAL #8+"8. 118.4$ $#. 2.4$4 1. 7

OP1 NORMAL ##+$"1.#21 122.7"1 $#. 2.4$4 1. ".

OP11 .7+2.' 11.#"".7 11.88" $#. 2.$87 1. 4.OP12 NORMAL 12+$#1.1#2 14.187 $#. 2.4$4 1. 4

OP1$ NORMAL 1+##.2#2 14.84 4"." 2.8$$8 1.8 4.

ELEV

(EL1&EL

2)

BRIDGE

LENGTH

SLAB TO

COPING

COPING

HEIGHT

COLU

HEIG


2/39

NAME56A6&ON ELEVA6&ON 6 O C

AB%6MEN6BEG&NN&NG END BEG&NN&NG END

9%&APO #877." #874.2 111.211 111." 4"."A 111.2"#

B 111.4#

CABA6ANG ##27.2 ##78.4" "2.#$ "$.2$ 1.2"A "2.8"

B "2.8#$"8"

6AG%AN ##4.# #1#8.1 #2. #2.#$7 1$.2

A #2.117$"7

1 #2.$7#"4

2 #2.711"$$7$

B #2.#7"4""7

BR&DGELENG6H

5LAB ELEV :RMR&5ER 6OP

5


3/39

D&56ANCE BE6;EEN BP1 AND BP2


4/39

BP4 1=42=#47.24# 4"=48.$2

CL 1=42=#.78 47=#$.$""

OP10 BP1 1=42=#"#.1" 47=#".$1

""+3#1."21 BP2 1=42=#"#.21 47=#.1"

BP$ 1=42=#$2.212 47=#."17

BP4 1=42=#$2.$22 47=8#.818

CL 1=42=8#$.711 4#="#7.21OP11 BP1 1=42=#12.1" 4#="#7.#2

""+3#1."21 BP2 1=42=87.2" 4#="#7.118

CL 1=42=884.422 =121.#12

OP12 BP1 1=42=#2.811 =124.#1

102+3"1.1"2 BP2 1=42=#2.#$7 =11#.11"

BP$ 1=42=8".#1# =124.17

BP4 1=42=8"".4" =118.$#

CL

OP13 BP1

100+"0".2"2 BP2

BP$

BP4


5/39

.847

DIST ERROR REMAR$S

18."$2" -.$ .7##4 ."

$".#2 -.2

.7##4 ."

$".#2 -.2

18."$18 .

.7##" .4

$".8##$ .7

.84 -.4

$".8##8 .2

18."$22 .1

.7##7 .$

$".# .

.8" -."

$".#$ -.$

18.44#7 .$

$".8##4 ."

18."$24 -.1

.88 -.8

$".8##" .4

.7##" .4

$".#4 -.4

18."$24 -.1

.7##8 .2

$".8##4 ."

.7##" .4

$".#4 -.4

18."$28 -.

.88 -.8

$".8##4 ."

.8" -."

$".#4 -.4

18."$24 -.1

.88 -.8

$".#" -."

.7##8 .2

$".#4 -.4

18."$24 -.1

.82 -.2

$".8##7 .$

.82 -.2


6/39

$".8##7 .$

18."$28 -."

.8 .

$".#" -."

.8 .

$".8##" .4

18.44#4 ." $".8##8 .2

18."$2" -.$

.84 -.4

$".#8 -.8

.7##4 ."

$".8##8 .2

- 18."$2$ %

- .8 %

- $".# %

- .8 %

- $".# %


7/39

NAME TYPE STA

OP1 NORMAL 88+227. ".#"$ 4.2# #7 1 82 4."2"

OP2 +2.' 8#+4#.4$" ".417 7.#8$ 217 1 82 8.2

OP$ -.2 #+$1".74 "".2#" "$.8"2 #7 1" 2$2 "$.##

OP4 .7-2.' #$+"".8# #1.8$2 8#.44 >> >> >> >>

OP -.2 #4+8$.74" #7.84 #.42 #7 1" 2$2 #.17

OP" NORMAL #"+"17.$1 112.2# 1#.8" #7 1 82 1#.#$

OP7 +2.' #7+8. 11$.28# 11.8 217 1 82 111.72

OP8 NORMAL #7+##2.#8 114.1"2 $#. #7 1 82 $#.#7

OP# NORMAL #8+"8. 118.4$ 11".1 #7 1 82 11".#8

OP1 NORMAL ##+$"1.#21 122.7"1 12.$27 #7 1 82 12.424

OP11 .7+2.' 11.#"".7 11.88" 14#.4## >> >> >> >>

OP12 NORMAL 12+$#1.1#2 14.187 11.7$ #7 1 82 11.8

OP1$ NORMAL 1+##.2#2 14.84 1$8.112 12" 17# 111 1$8.1$7

OP4 .7-2.' #$+"".8# #1.8$2 8#.44 7 147 8#.2 8#.#2

OP11 .7+2.' 11.#"".7 11.88" 14#.4## 147 7 14#."4" 14#.74

ELEV

(EL1&EL2)COPING

ELEV

R1&R!

HEIGHT

R2&R

HEIGHT

R3&R#

HEIGHT

R1 & R!

ELEVATION

R1&R3

HEIGHT

R2&R!

HEIGHT

R1 & R!

ELEVATION

R2 & R

ELEVATION


8/39


9/39

4."7# 4."11

8.1$$ 8."

"4.27 "4.#4

>> >>

#.8 #."2

11." 1#.#$8

111. 11.#$7

$#." $#.82

11".11 11".8$

12.477 12.4#

>> >>

11.#$ 11.8$

1$8.1# 1$8.122

R2 & R

ELEVATION

R3 & R#

ELEVATION


10/39


11/39


12/39


13/39

NAME

UAPO

ABUTMENT A R1 R2 R$ R4 R R"

COP&NG ELEVA6&ON< 18.21717R&5ER HE&GH6< .122 .2$ .2# .$1 .$7 .$7

TOP O' RISER ELEVATION 108.32! 108.!0 108.!#1 108.17 108.72 108.72

ABUTMENT B R11 R12 R1$ R14 R1 R1"

COP&NG ELEVA6&ON< 18.4#41871#"

R&5ER HE&GH6< .11 .1#1 .24" .$2 .$8 .$8

6OP O: R&5ER ELEVA6&ON< 108.#0! 108.#8 108.7!0 108.7"# 108.82 108.82

CABATANG


5LAB ELEV ABOVE R&5ER "2."8#" "2.7"" "2.84 "2.82 "2.8# "2.88

COP&NG ELEVA6&ON< #.788821#47

HE&GH6 :RM 5LAB 6O BO6 O: PAD< 2.""7

TOP O' RISER ELEVATION #0.022 #0.0"3 #0.138 #0.183 #0.227 #0.213

R&5ER HE&GH6< 0.233 0.30! 0.3!" 0.3"! 0.!3" 0.!2!

ABUTMENT B R11 R12 R1$ R14 R1 R1"5LAB ELEV ABOVE R&5ER "2.## "$."4# "$.1#1 "$.1$4 "$.1#78 "$.18$4

COP&NG ELEVA6&ON< ".11877744"#

HE&GH6 :RM 5LAB 6O BO6 O: PAD< 2.""7

TOP O' RISER ELEVATION #0.328 #0.3"7 #0.!!2 #0.!8# #0.30 #0.1#

R&5ER HE&GH6< 0.20" 0.27" 0.323 0.3#7 0.!11 0.3"7

6AG%AN


COP&NG ELEVA6&ON< 8#.$#88"24

R&5ER HE&GH6< .14" .227 .28$ .$$# .$#4 .$#4

TOP O' RISER ELEVATION 8".37 8".#18 8".#7! 8".730 8".78 8".78

PIER 1A R11 R12 R1$ R14 R1 R1"

COP&NG ELEVA6&ON< 8#."##2#"4

R&5ER HE&GH6< .117 .1#8 .24 .$# .$" .$"

TOP O' RISER ELEVATION 8".81# 8".8"7 8"."3 "0.008 "0.0#! "0.0#!

PIER 1B R21 R22 R2$ R24 R2 R2"

COP&NG ELEVA6&ON< 8#."##2#"4

R&5ER HE&GH6< .12 .184 .2$# .2# .$ .$

TOP O' RISER ELEVATION 8".801 8".883 8"."38 8".""! "0.0!" "0.0!"

PIER 2A R$1 R$2 R$$ R$4 R$ R$"

COP&NG ELEVA6&ON< #.$$8$7$

R&5ER HE&GH6< .12 .184 .2$# .2# .$ .$

TOP O' RISER ELEVATION "0.137 "0.21" "0.27! "0.330 "0.38 "0.38

PIER 2B R41 R42 R4$ R44 R4 R4"

COP&NG ELEVA6&ON< #.$$8$7$

R&5ER HE&GH6< .87 .1"8 .224 .27# .$$ .$$

TOP O' RISER ELEVATION "0.122 "0.203 "0.2" "0.31! "0.370 "0.370ABUTMENT B R1 R2 R$ R4 R R"

COP&NG ELEVA6&ON< #.27$"71"427

R&5ER HE&GH6< .12# .21 .2"" .$21 .$77 .$77

TOP O' RISER ELEVATION "0.!03 "0.!8! "0.!0 "0." "0.#1 "0.#1


14/39

(3?a0

OP1 CONCRETE REBAR LEAN

PILE 33183.2

TIE ".$2 7=4".2$ $.#4

COLUMN 44.2$ 21=4".21ABUTMENT 8.1 11=#.84

SHEAR$EYSTOP RISER 4."# 1=2.8$

DIAPHRAGM 1$.8$ 1=888."4

SLAB #".1$ 14=74.8$

PARAPET 1#."1 1=78.7

APPROARCH SLAB $.#$ $=1"$.# 7.2#

TOTAL 30.7 "827.!! 11.23

2.'

OP2 CONCRETE REBAR LEANPILE 3733".#

TIE ".$2 7=4".2$ $.#4

COLUMN 48.2 22="2.72

ABUTMENT 8.7 11=78.#8

SHEAR$EYSTOP RISER 4.8 1=2$$.22

DIAPHRAGM 1$.8$ 1=888."4

SLAB #4." 14=72.##

PARAPET 1#."1 1=78.7


TOTAL 3!.0! 101332.72 11.23

-2.'


PILE 33183.2

TIE ".$2 7=4".2$ $.#4

COLUMN 44.2$ 21=4".21

ABUTMENT 8.7 11=78.#8

SHEAR$EYSTOP RISER 4.8" 1=24.48

DIAPHRAGM 1$.8$ 1=888."4

SLAB #4.2# 14=712.#1

PARAPET 1#."1 1=78.7


TOTAL 3!".77 ""88.31 11.23

.7 -2.'

OP! CONCRETE REBAR LEAN

PILE 10737.88


15/39

COLUMN 22.12 1="2.$8

ABUTMENT ".2 #=$81."7

SHEAR$EYSTOP RISER $.41 848.4#

DIAPHRAGM 7.82 1=#8.$

SLAB "1.8# 1=78$.1

PARAPET 1#."1 1=78.7

APPROARCH SLAB 21.1$ 2=12".7 4.#8TOTAL 201.23 !711#.7! !."8

-2.'

OP CONCRETE REBAR LEAN

2"833.28

TIE ".$2 7=4".2$ $.#4

COLUMN $2.2 18=7."$

ABUTMENT 8.7 11=78.#8

SHEAR$EYSTOP RISER 4.8" 1=24.48DIAPHRAGM 1$.8$ 1=888."4

SLAB #4.2# 14=712.#1

PARAPET 1#."1 1=78.7


TOTAL 337.7! 8"180.!" 11.23

(3?a0

OP# CONCRETE REBAR LEAN

2"833.28TIE ".$2 7=4".2$ $.#4

COLUMN $2.2 18=7."$

ABUTMENT 8.1 11=#.84


DIAPHRAGM 1$.8$ 1=888."4

SLAB #".1$ 14=74.8$

PARAPET 1#."1 1=78.7


TOTAL 338.72 8"01".#2 11.23

2.'


PILE 3733".#

TIE ".$2 7=4".2$ $.#4

COLUMN 44.2$ 21=4".21

ABUTMENT 8.7 11=78.#8

SHEAR$EYSTOP RISER 4.8 1=2$$.22


16/39

DIAPHRAGM 1$.8$ 1=888."4

SLAB #4." 14=72.##

PARAPET 1#."1 1=78.7


TOTAL 30.02 1001!.21 11.23

(3?a0


PILE 3733".#

TIE ".$2 7=4".2$ $.#4

COLUMN 2.28 2$=811.18



DIAPHRAGM 1$.8$ 1=888."4

SLAB #".1$ 14=74.8$

PARAPET 1#."1 1=78.7APPROARCH SLAB $.#$ $=1"$.# 7.2#

TOTAL 38.80 10232".!" 11.23

(3?a0

OP" CONCRETE REBAR LEAN

PILE 3!1#.88

TIE ".$2 7=4".2$ $.#4

COLUMN ".$ 24=#1.84

ABUTMENT 8.1 11=#.84SHEAR$EYSTOP RISER 4."# 1=2.8$

DIAPHRAGM 1$.8$ 1=888."4

SLAB #".1$ 14=74.8$

PARAPET 1#."1 1=78.7


TOTAL 3#2.82 101!7.!3 11.23

(3?a0


PILE 3!1#.88

TIE ".$2 7=4".2$ $.#4

COLUMN 2.28 2$=811.18



DIAPHRAGM 1$.8$ 1=888."4

SLAB #".1$ 14=74.8$

PARAPET 1#."1 1=78.7


17/39


TOTAL 38.80 100!0#.77 11.23

.7 +2.'


PILE 1#"88.#COLUMN 18.1 #=$8#.4

ABUTMENT ".2 #=$81."7

SHEAR$EYSTOP RISER $.41 848.4#

DIAPHRAGM 7.82 1=#8.$

SLAB "1.8# 1=78$.1

PARAPET 1#."1 1=78.7

APPROARCH SLAB 21.1$ 2=12".7 4.#8

TOTAL 1"7.21 21"!.!8 !."8

(3?a0


PILE 3!1#.88

TIE ".$2 7=4".2$ $.#4

COLUMN $2.2 18=7."$



DIAPHRAGM 1$.8$ 1=888."4

SLAB #".1$ 14=74.8$

PARAPET 1#."1 1=78.7APPROARCH SLAB $.#$ $=1"$.# 7.2#

TOTAL 338.72 "!#03.22 11.23

a/(3?a0


BORED 2#8$$.28

TIE ".$2 7=77."8 $.#4

COLUMN 4.8 22=8.#7

ABUTMENT 14.4 1$=274.#

SHEAR$EYSTOP RISER 4.#1 #2.77

DIAPHRAGM 1".27 2=71.$

SLAB 117.17 17=171.#

PARAPET 2$.22 1=8".$


TOTAL 3"".1# "8#08.3! 11.23


18/39

UIAPO CONCRETE REBAR LEAN

ABUTMENT 2"8." $4=18.8$

BOREDPILE 12"=821.2

SHEAR$EYSTOP RISER 17.72 4="4.8

DIAPHRAGM 48.4 "=$#.4

SLAB 2"4.#2 4$=#".11PARAPET 44."4 $=$.#4

APPROARCH SLAB #2.$" #=#82."2 21.74

TOTAL 73#.#! 228388.0 21.7!

TAGUAN CONCRETE REBAR LEAN

ABUT PILE 12#821.2

ABUTMENT 222."8 $1="$4.2

ABUT SHEAR$EY 14.42 $=1#8.$#

PIER PILE 12"=42"."COILUMN TIE 47.2 124=12.8# 1$.8

PIERCOPING 244.22 2#=42".4"

DIAPHRAGM 1$".78 17=4##.#"

SLAB 88.#4 12="#2.$8

PARAPET 1.4 7=#".8

APPROARCH SLAB #2.$" #=#82."2 21.74

TOTAL 1870.32 #022"1.# 3.32

ABATANG CONCRETE REBAR LEANABUT PILE 182#."

ABUTMENT $#$.2 $=7#1.7

SHEAR$EYSTOP RISER 21." 4=48.88

DIAPHRAGM 7#."2 1=$2".#7

SLAB 28#.24 4#=48.8

PARAPET 48.# $=84#.88

APPROARCH SLAB 11.# 14=$2.7 27.2$

TOTAL "!8.!# 27###!.3 27.23


19/39

NON SHIN$

.

.42

0.!2

NON SHIN$

"

.7

0.7

NON SHIN$

."$

0.#3

NON SHIN$


20/39

.28

0.28

47

NON SHIN$

."$

0.#3

NON SHIN$

4

.42

0.!2

NON SHIN$

.7


21/39

0.7

NON SHIN$

.42

0.!2

NON SHIN$

.42

0.!2

NON SHIN$

.42


22/39

0.!2

NON SHIN$

.28

0.28

NON SHIN$

.42

0.!2

NON SHIN$

.$

0.3


23/39

NON SHIN$

$.17

3.17

NON SHIN$

$.44

".18

".#2

NON SHIN$

4.28

!.28


24/39

OP1

1


25/39

OP7

1


26/39

OP1$

1


27/39

1.414214

1.8277"1."84#

1.414214

1.8277"

1."84#

1.414214

1.8277"

1."84#

1.4142141.8277"

1."84#

1.414214

1.8277"

1."84#

1.414214

1.8277"

1."84#


28/39

1.414214

1.8277"

1."84#

1.414214

1.8277"

1."84#

1.414214

1.8277"

1."84#

1.414214

1.8277"

1."84#

1.414214

1.8277"

1."84#

1.414214

1.8277"

1."84#


29/39

1.414214

1.8277"

1."84#

1.8277"

1.8277"

1.8277"


30/39

OP1

1$1a a ,? 2".

14 5*3,*,3a0 Ba00 ,? $1"4.14

414* i0 0? "4.

442 3/a3 g #=827.44

5PL427 ah3 a 2

41a 28?a ,? $.7

41/ (()h3i( ,? .42

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.7

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 4

3i3a )? $$".4$

172 ?*a03ai( 0? 7".2

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

OP3

1$1a a ,? 228.#

14 5*3,*,3a0 Ba00 ,? $1.82

414* i0 0? "4

442 3/a3 g #=#88.$1

5PL427 ah3 a 2

41a 28?a ,? $4#.77

41/ (()h3i( ,? ."$471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.7

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 4

3i3a )? $4$.48

172 ?*a03ai( 0? $8.1"42 @( 0?

5PL42 0igh* )* 2


31/39

M5E ;ALL )? >>

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

OP

1$1a a ,? 2#1."

14 5*3,*,3a0 Ba00 ,? 2$"#.82

414* i0 0? 2

442 3/a3 g 8#=18.4#

5PL427 ah3 a 2

41a 28?a ,? $$7.74

41/ (()h3i( ,? ."$

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.7

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 4

3i3a )? $22.#8

172 ?*a03ai( 0? $8.1

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

OP7

1$1a a ,? 287.$$

14 5*3,*,3a0 Ba00 ,? 2##.4"

414* i0 0? 8

442 3/a3 g 1=14.21

5PL427 ah3 a 241a 28?a ,? $.2

41/ (()h3i( ,? .7

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.7

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 43i3a )? 41.4#4

172 ?*a03ai( 0? $8.1


32/39

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

OP"

1$1a a ,? 21$.7

14 5*3,*,3a0 Ba00 ,? $#$$.""

414* i0 0? 72

442 3/a3 g 11=47.4$

5PL427 ah3 a 2

41a 28?a ,? $"2.82

41/ (()h3i( ,? .42

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.7

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 4

3i3a )? 4".17

172 ?*a03ai( 0? 7".2

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

OP11

1$1a a ,? $4.4

14 5*3,*,3a0 Ba00 ,? 22#4.12

414* i0 0? $"442 3/a3 g 2=1#4.48

5PL427 ah3 a 1

41a 28?a ,? 1#7.21

41/ (()h3i( ,? .28

471 0a( ( ,? 4.#8

4"1 gi33 a 2

4121/ /a3i(g a 4

41$$a )8a( 0? .

41$/ )2a( 0? .

5PL42 )*0 )? "#.475PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 2


33/39

3i3a )? $1".8

172 ?*a03ai( 0? $8.1

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 1#.1$

$12a A5PHAL6 ?* 2#.1

OP13

1$1a a ,? $$8.72

14 5*3,*,3a0 Ba00 ,? 2814."#

414* i0 0? 2

442 3/a3 g #8="8.$4

5PL427 ah3 a 2

41a 28?a ,? $##.1"

41/ (()h3i( ,? .$

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 148.8"

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 4

3i3a )? $41.18

172 ?*a03ai( 0? #7.2

5PL42 0igh* )* 2

$22 *a a* 0i*3) 1"7."$

$12a A5PHAL6 ?* 44.7

CABATANG

1$1a a ,? $#".71

14 5*3,*,3a0 Ba00 ,? $$21.4#

414* i0 1.8ia 0? 2

442 3/a3 g 27"=""4.$5PL427 ah3 a 8

41a 28?a ,? #48.4"

41/ (()h3i( ,? 4.28

471 0a( ( ,? 27.2$

4"1 gi33 4? a 1

4121/ /a3i(g a 2

41$$a )8a( 0? 2".$"

41$/ )2a( 0? 2".$"

5PL42 )*0 )? 4"#.71

5PL417 i0 y(a?i a 25PL418 i0 i(*g a 8

3i3a )? #.2$


34/39

172 ?*a03ai( 0? 4$."8

$22 *a a* 0i*3) 8.22

$12a A5PHAL6 ?* 1$.$

TAGUAN

1$1a a ,? 41.78

14 5*3,*,3a0 Ba00 ,? 1#.7"

1.8ia i0 0? 2

2.2ia i0 0? 2

442 3/a3 g "2=2#1."

5PL427 ah3 a 1"

41a 28?a ,? 1=87.$2

41/ (()h3i( ,? #."2

471 0a( ( ,? $.$2

gi33 $M a 2

4"1 gi33 4M a 1

4121/ /a3i(g a "

41$$a )8a( 0? 21.

41$/ )2a( 0? 21.

5PL42 )*0 )? #74.74

5PL417 i0 y(a?i a

5PL418 i0 i(*g a

3i3a )? 88.

172 ?*a03ai( 0? 78.2

$22 *a a* 0i*3) #84."#

$12a A5PHAL6 ?* 2"2.8


35/39

OP2

1$1a a ,? 177.84

14 5*3,*,3a0 Ba00 ,? $"2.8

414* i0 0? 8.

442 3/a3 g 11=$$2.72

5PL427 ah3 a 2

41a 28?a ,? $4.4

41/ (()h3i( ,? .7

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.7

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 4

3i3a 42.2$2

172 ?*a03ai( 0? $8.1

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

OP!

1$1a a ,? $4.42

14 5*3,*,3a0 Ba00 ,? 28$7.

414* i0 0? 2

442 3/a3 g 47=11".74

5PL427 ah3 a 1

41a 28?a ,? 21.2$

41/ (()h3i( ,? .28471 0a( ( ,? 4.#8

4"1 gi33 a 2

4121/ /a3i(g a 4

41$$a )8a( 0? .

41$/ )2a( 0? .

5PL42 )*0 )? "#.47

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 2

3i3a )? $1#.821$7

172 ?*a03ai( 0? $8.1"42 @( 0?

5PL42 0igh* )* 2


36/39

M5E ;ALL )? >>

$22 *a a* 0i*3) 1#.1$

$12a A5PHAL6 ?* 2#.1

OP#

1$1a a ,? 2".1

14 5*3,*,3a0 Ba00 ,? 2$48.$2

414* i0 0? 2

442 3/a3 g 8#=1#."2

5PL427 ah3 a 2

41a 28?a ,? $$8.72

41/ (()h3i( ,? .42

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.7

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 4

3i3a )? $$.42

172 ?*a03ai( 0? 7".2

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

OP8

1$1a a ,? $1".278

14 5*3,*,3a0 Ba00 ,? $".#"

414* i0 0? 8

442 3/a3 g 12=$2#.4#

5PL427 ah3 a 241a 28?a ,? $8.8

41/ (()h3i( ,? .42

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.7

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 43i3a )? 47."

172 ?*a03ai( 0? 7".2


37/39

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

OP10

1$1a a ,? $12.$

14 5*3,*,3a0 Ba00 ,? $$8$.824

414* i0 0? 72

442 3/a3 g 1=4".77

5PL427 ah3 a 2

41a 28?a ,? $8.8

41/ (()h3i( ,? .42

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.7

5PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 4

3i3a )? 4.8

172 ?*a03ai( 0? 7".2

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

OP12

1$1a a ,? $$8.72

14 5*3,*,3a0 Ba00 ,? 284#.#$"

414* i0 0? 72442 3/a3 g #4="$.22

5PL427 ah3 a 2

41a 28?a ,? $$8.72

41/ (()h3i( ,? .42

471 0a( ( ,? 11.2$

4"1 gi33 a $

4121/ /a3i(g a "

41$$a )8a( 0? ".7

41$/ )2a( 0? ".7

5PL42 )*0 )? 124.75PL417 i0 y(a?i a 1

5PL418 i0 i(*g a 4


38/39

3i3a )? $4.88

172 ?*a03ai( 0? 7".2

"42 @( 0?

5PL42 0igh* )* 2

M5E ;ALL )?

$22 *a a* 0i*3) 14".2$

$12a A5PHAL6 ?* $8.##

UIAPO

1$1a a ,? 224.8

14 5*3,*,3a0 Ba00 ,? 1##.

414* i0 0? 2

442 3/a3 g 228=$88.

5PL427 ah3 a 8

41a 28?a ,? 7$"."4

41/ (()h3i( ,? $.17

471 0a( ( ,? 21.74

4"1 gi33 a 1

4121/ /a3i(g a 2

41$$a )8a( 0? 21.

41$/ )2a( 0? 21.

5PL42 )*0 )? 4$.42

5PL417 i0 y(a?i a

5PL418 i0 i(*g a

3i3a )? #.2"

172 ?*a03ai( 0? $.

$22 *a a* 0i*3) 42#.$

$12a A5PHAL6 ?* 114.41


39/39

Documents

Slex Package D Structures