Table of Contents-WATER

7/23/2019 Table of Contents-WATER

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CAESAR II 2014 Ver.7.00.00.2800, (Build 140416) Date: SEP 6, 201 !i"e: 0:1#$%:: &A!ER'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.tt

Table of Contents

LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS...................................................................................2

INPUT LISTING......................................................................................................................................................... Displacements : 2 (OPE !"D#"T#"P#.......................................................................................................... 1

Displacements : $ (OPE !"D#"T2"P#.......................................................................................................... 1

Displacements : % (SUS !"P#....................................................................................................................... 17

Rest&aint S'mma& : )'ltiple....................................................................................................................... 13

St&esses : % (SUS !"P#.................................................................................................................................. 21

St&esses E*ten+e+ : % (SUS !"P#...............................................................................................................2

St&ess S'mma& : % (SUS !"P#..................................................................................................................... 23

St&esses E*ten+e+ : , (E-P L,.L2/L%...................................................................................................... 0

St&esses E*ten+e+ : 0 (E-P L0.L$/L%...................................................................................................... 4

C1+e C1mpliance : )'ltiple............................................................................................................................ 8

Flane Pe3 : 2 (OPE !"D#"T#"P#.................................................................................................................42

Flane Pe3 : $ (OPE !"D#"T2"P#.................................................................................................................4


2/43

CAESAR II 2014 Ver.7.00.00.2800, (Build 140416) Date: SEP 6, 201 !i"e: 0:1#$%:: &A!ER'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.tt

LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS

# (HYD !!"HP

2 (OPE !"D#"T#"P#

$ (OPE !"D#"T2"P#

% (SUS !"P#

, (E-P L,.L2/L%

0 (E-P L0.L$/L%


3/43

CAESAR II 2014 Ver.7.00.00.2800, (Build 140416) Date: SEP 6, 201 !i"e: 0:1$%:: &A!ER

'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.tt

P5! 'IS!I415 Desc&ipti1n:

PRO4ECT:

CLIENT :

ANALYST:

NOTES :

PIPE DATA

/////////////////////////////////////////////////////////////////////////////

/////////////////////////////////////////////////////////////////////////////

F&1m , T1 #6 DY. /##67666 mm7

Dia. 887966 mm7 !all. ,7%80 mm7 C1&. $76666 mm7

GENERAL

T#. 86 C T2. ,6 C P#. #%676666 l57s37in7 PH+. 2#676666 l57s37in7

)at. (#62A,$ ; E. 29


4/43



P5! 'IS!IRa+i's. ##%7$66 mm7 (LONG ;en+ Anle. %,7666 AnleN1+e #. 227,6 $9

AnleN1+e 2. 766 $8

/////////////////////////////////////////////////////////////////////////////

F&1m %6 T1 %, D-. %9%79=, mm7 D. %9%79=, mm7

/////////////////////////////////////////////////////////////////////////////F&1m %, T1 %= D-. ,$#79,9 mm7 D. ,$#79,9 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m %= T1 ,6 D-. #607600 mm7 D. #607600 mm7

;END at TO en+

Ra+i's. ##%7$66 mm7 (LONG ;en+ Anle. %,7666 AnleN1+e #. 227,6 %9

AnleN1+e 2. 766 %8

/////////////////////////////////////////////////////////////////////////////

F&1m ,6 T1 ,, D. #,67666 mm7

RESTRAINTS

N1+e ,, "Y

N1+e ,, -

/////////////////////////////////////////////////////////////////////////////

F&1m ,, T1 06 D. $807,$6 mm7/////////////////////////////////////////////////////////////////////////////

F&1m 06 T1 =6 D. 807#,6 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m =6 T1 86 D. 0978,6 mm7

RIGID !ei@t. ,%7%9 N7

/////////////////////////////////////////////////////////////////////////////

F&1m 86 T1 96 D. 26$7666 mm7

RIGID !ei@t. $66766 N7

/////////////////////////////////////////////////////////////////////////////

F&1m 96 T1 #66 D. 0978,6 mm7


/////////////////////////////////////////////////////////////////////////////

F&1m #66 T1 #6$ D. #667666 mm7

RESTRAINTS

N1+e #6$ "Y

N1+e #6$ -

/////////////////////////////////////////////////////////////////////////////

F&1m #6$ T1 #6, D. 2667666 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m #6, T1 ##6 D. 897666 mm7

Dia. 887966 mm7 !all. ,7%80 mm7

Ins'l T@?. 7666 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m ##6 T1 #26 D. 067666 mm7

Dia. 067$2, mm7 !all. $79#2 mm7

Ins'l T@?. 7666 mm7

RIGID !ei@t. $#766 N7/////////////////////////////////////////////////////////////////////////////

F&1m #26 T1 #$6 D. 2#67666 mm7

RIGID !ei@t. 2,6766 N7

/////////////////////////////////////////////////////////////////////////////

F&1m #$6 T1 #%6 D. 067666 mm7

RIGID !ei@t. $#766 N7

/////////////////////////////////////////////////////////////////////////////

F&1m #%6 T1 #,6 D. 897666 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m #,6 T1 #,$ D. 2667666 mm7

Dia. 887966 mm7 !all. ,7%80 mm7


5/43



P5! 'IS!IIns'l T@?. 7666 mm7

RESTRAINTS

N1+e #,$ -

N1+e #,$ "Y

/////////////////////////////////////////////////////////////////////////////F&1m #,$ T1 #,, D. #667666 mm7

Dia. 887966 mm7 !all. ,7%80 mm7

Ins'l T@?. 7666 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m #,, T1 #06 D. 0978,6 mm7

Dia. 887966 mm7 !all. ,7%80 mm7

Ins'l T@?. 7666 mm7


/////////////////////////////////////////////////////////////////////////////

F&1m #06 T1 #=6 D. 26$7666 mm7


/////////////////////////////////////////////////////////////////////////////

F&1m #=6 T1 #86 D. 0978,6 mm7RIGID !ei@t. ,%7%9 N7

/////////////////////////////////////////////////////////////////////////////

F&1m #86 T1 #96 D. 807#,6 mm7

SIFs TEEs

N1+e #96 !el+in Tee

/////////////////////////////////////////////////////////////////////////////

F&1m #96 T1 066 D. ,667666 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m 066 T1 #9, D. %227#,6 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m #9, T1 #9= D. $667666 mm7

RESTRAINTS

N1+e #9= "Y

N1+e #9= -

/////////////////////////////////////////////////////////////////////////////

F&1m #9= T1 266 D. 2,67666 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m 266 T1 2#6 D. 0978,6 mm7


/////////////////////////////////////////////////////////////////////////////

F&1m 2#6 T1 226 D. 0978,6 mm7


RESTRAINTS

N1+e 226 ANC

/////////////////////////////////////////////////////////////////////////////

F&1m 06 T1 ,#6 D-. /2667666 mm7

Dia. 067$2, mm7 !all. $79#2 mm7Ins'l T@?. 7666 mm7

SIFs TEEs

N1+e 06 !el+in Tee

/////////////////////////////////////////////////////////////////////////////

F&1m ,#6 T1 $66 D-. /$,27666 mm7

;END at TO en+

Ra+i's. =07266 mm7 (LONG ;en+ Anle. 967666 AnleN1+e #. %,766 299

AnleN1+e 2. 766 298

/////////////////////////////////////////////////////////////////////////////

F&1m $66 T1 $6, D. %#87666 mm7

RESTRAINTS


6/43



P5! 'IS!IN1+e $6, "Y

/////////////////////////////////////////////////////////////////////////////

F&1m $6, T1 $#6 D. %667666 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m $#6 T1 $26 D. 067666 mm7RIGID !ei@t. $6766 N7

/////////////////////////////////////////////////////////////////////////////

F&1m $26 T1 $$6 D. 2#67666 mm7

RIGID !ei@t. 2,6766 N7

/////////////////////////////////////////////////////////////////////////////

F&1m $$6 T1 $%6 D. 067666 mm7


/////////////////////////////////////////////////////////////////////////////

F&1m #96 T1 ,66 D-. /2667666 mm7

/////////////////////////////////////////////////////////////////////////////

F&1m ,66 T1 $06 D-. /$,27666 mm7

;END at TO en+

Ra+i's. =07266 mm7 (LONG ;en+ Anle. 967666 AnleN1+e #. %,766 $,9AnleN1+e 2. 766 $,8

/////////////////////////////////////////////////////////////////////////////

F&1m $06 T1 $,6 D. /%#87666 mm7

RESTRAINTS

N1+e $,6 "Y

/////////////////////////////////////////////////////////////////////////////

F&1m $,6 T1 $%6 D. /%667666 mm7

)ATERIAL C@anes:

, #6 )at. (#62A,$ ; E. 29


7/43



P5! 'IS!I$6 %6 Ra+i's. ##%7$66 mm7 (LONG

;en+ Anle. %,7666 AnleN1+e #. 227,6 $9

AnleN1+e 2. 766 $8

%= ,6 Ra+i's. ##%7$66 mm7 (LONG

;en+ Anle. %,7666 AnleN1+e #. 227,6 %9AnleN1+e 2. 766 %8

,#6 $66 Ra+i's. =07266 mm7 (LONG

;en+ Anle. 967666 AnleN1+e #. %,766

299 AnleN1+e 2. 766 298

,66 $06 Ra+i's. =07266 mm7 (LONG

;en+ Anle. 967666 AnleN1+e #. %,766

$,9 AnleN1+e 2. 766 $,8

RIGIDS

#6 26 RIGID !ei@t. ,%7%9 N7

=6 86 RIGID !ei@t. ,%7%9 N786 96 RIGID !ei@t. $66766 N7

96 #66 RIGID !ei@t. ,%7%9 N7

##6 #26 RIGID !ei@t. $#766 N7

#26 #$6 RIGID !ei@t. 2,6766 N7

#$6 #%6 RIGID !ei@t. $#766 N7

#,, #06 RIGID !ei@t. ,%7%9 N7

#06 #=6 RIGID !ei@t. $66766 N7

#=6 #86 RIGID !ei@t. ,%7%9 N7

266 2#6 RIGID !ei@t. ,%7%9 N7

2#6 226 RIGID !ei@t. ,%7%9 N7

$#6 $26 RIGID !ei@t. $6766 N7

$26 $$6 RIGID !ei@t. 2,6766 N7

$$6 $%6 RIGID !ei@t. $6766 N7

SIFs TEEs

#86 #96 N1+e #96 !el+in Tee

06 ,#6 N1+e 06 !el+in Tee

REDUCERS

#6, ##6 Diam2. 067$2, mm7 !all2. $79#2 mm7

#%6 #,6 Diam2. 887966 mm7 !all2. ,7%80 mm7

RESTRAINTS Len )UGAP YIELD Di&

NODE TYPE CNODE STIF# STIF2 FORCE ect1&s

///////"///////"//////"//////////"//////////"//////////"/////////////////////

,, "Y 7666 #7666 7666

,, - #7666 7666 7666

#6$ "Y 7666 #7666 7666

#6$ - #7666 7666 7666

#,$ - #7666 7666 7666

#,$ "Y 7666 #7666 7666

#9= "Y 7666 #7666 7666

#9= - #7666 7666 7666


8/43



P5! 'IS!I226 ANC 7666 7666 7666

$6, "Y 7666 #7666 7666

$,6 "Y 7666 #7666 7666

DISPLACE)ENTS

, #6 N1+e 0666 D-#. 7666 mm7 DY#. /706$ mm7

D#. 27666 mm7 R-#. 7666 RY#. 7666

R#. 7666

!RC 29= FLE-I;LE NOLES

, #6 N1BBle N1+e . ,

N1BBle C1nnectin N1+e . 0666

N1BBle OD . 887966 mm7

N1BBle T@? . ,7%80 mm7

essel OD . #


9/43



P5! 'IS!I/K 9,76 l57s37in7 (#6. %207= C

/K 8676 l57s37in7 (##. %,%7, C

/K 0,76 l57s37in7 (#2. %827$ C

/K ,676 l57s37in7 (#$. ,#676 C

/K $,76 l57s37in7 (#%. ,$=78 C/K 2676 l57s37in7

#06 #=6 L1cati1n. ;1t@ )et@1+. Pe3

GC. #$07,$6 mm7

$26 $$6 L1cati1n. ;1t@ )et@1+. Pe3

ClassG&a+e. AS)E/2669/#,6/#7#

GC. #6,7666 mm7 TP ta5le ( #. $=78 C

/K 28,76 l57s37in7 ( 2. 9$7$ C

/K 20676 l57s37in7 ( $. #%879 C

/K 2$676 l57s37in7 ( %. 26%7, C

/K 26676 l57s37in7 ( ,. 20676 C

/K #=676 l57s37in7 ( 0. $#,70 C

/K #%676 l57s37in7 ( =. $%$7% C

/K #2,76 l57s37in7 ( 8. $=#7# C/K ##676 l57s37in7 ( 9. $9879 C

/K 9,76 l57s37in7 (#6. %207= C

/K 8676 l57s37in7 (##. %,%7, C

/K 0,76 l57s37in7 (#2. %827$ C

/K ,676 l57s37in7 (#$. ,#676 C

/K $,76 l57s37in7 (#%. ,$=78 C

/K 2676 l57s37in7

INPUT UNITS USED777

UNITS. SATUAN NO)SCH INPUT. ON

LENGTH inc@es * 2,7%66 . mm7

FORCE p1'n+s * %7%%8 . N7

)ASS(+namics p1'n+s * 67%,% . ?7

)O)ENTS(INPUT inc@/p1'n+s * 67##$ . N7m7

)O)ENTS(OUTPUT inc@/p1'n+s * 67##$ . N7m7

STRESS l5s7s37in7 * #7666 . l57s37in7

TE)P7 SCALE +e&ees F7 * 67,,0 . C

PRESSURE psi * #7666 . l57s37in7

ELASTIC )ODULUS l5s7s37in7 * #7666 . l57s37in7

PIPE DENSITY l5s7c'7in7 * 2=0867666 . ?c'7m7

INSULATION DENS7 l5s7c'7in7 * 2=0867666 . ?c'7m7

FLUID DENSITY l5s7c'7in7 * 2=0867666 . ?c'7m7

TRANSL7 STIF l5s7in7 * #7=,# . N7cm7

ROTATIONAL STIF in7l57+e7 * 67##$ . N7m7+e

UNIFOR) LOAD l57in7 * #7=,# . N7cm7

G LOAD s * #7666 . s!IND LOAD l5s7s37in7 * 0789, . JPa

ELEATION inc@es * 6762, . m7

CO)POUND LENGTH inc@es * 2,7%66 . mm7

DIA)ETER inc@es * 2,7%66 . mm7

!ALL THICJNESS inc@es * 2,7%66 . mm7

SETUP FILE PARA)ETERS

//////////////////////////////////////////////////////////////////////////////

CONNECT GEO)ETRY THRU CNODES . YES

)IN ALLO!ED ;END ANGLE . ,766666

)A- ALLO!ED ;END ANGLE . 9,76666


10/43



P5! 'IS!I;END LENGTH ATTACH)ENT PERCENT . #766666

)IN ANGLE TO AD4ACENT ;END PT . ,766666

LOOP CLOSURE TOLERANCE . 2,7%666 mm7

THER)AL ;O!ING HOR TOLERANCE . 67#66666E/6$

AUTO NODE NU);ER INCRE)ENT. #676666 A-IS UP. NO

USE PRESSURE STIFFENING . DEFAULT

ALPHA TOLERANCE . 67,66666E/6#

RESLD/FORCE . NO

HGR DEF RES!GT STIF . 67#=,#26E"#$ N7cm7

DECO)P SNG TOL . 67#66666E"##

;END A-IAL SHAPE . YES

FRICT STIF . 67#=,#26E"6= N7cm7

FRICT NOR) FORCE AR . 67#,6666

FRICT ANGLE AR . #,76666

FRICT SLIDE )ULT . #766666

ROD TOLERANCE . #766666

ROD INC . 2766666INCORE NU)ERICAL CHECJ . NO

OUTCORE NU)ERICAL CHECJ . NO

DEFAULT TRANS RESTRAINT STIFF. 67#=,#26E"#$ N7cm7

DEFAULT ROT RESTRAINT STIFF. 67##2986E"#2 N7m7+e

IGNORE SPRING HANGER STIFFNESS . NO

)ISSING )ASS PA . E-TRACTED

)IN !ALL )ILL TOLERANCE . #27,666

!RC/#6= ERSION . )AR =9 #;#2;#

!RC/#6= INTERPOLATION . LAST ALUE

DEFAULT A);IENT TE)PERATURE. 2#7##%2 C

;OURDON PRESSURE. NONE

COEFFICIENT OF FRICTION ()U . 67666666

INCLUDE SPRG STIF IN HGR OPE . NO

INCLUDE INSULATION IN HYDROTEST . NO

REDUCED INTERSECTION . ;$#7#(POST#986

USE !RC$29 NO

NO REDUCED SIF FOR RFT AND !LT NO

;$#7# REDUCED FI- . YES

CLASS # ;RANCH FLE- NO

ALL STRESS CASES CORRODED . NO

ADD TORSION IN SL STRESS . DEFAULT

ADD FA IN STRESS . DEFAULT

OCCASIONAL LOAD FACTOR . 67666666

DEFAULT CODE . ;$#7$

;$#7$ SUS CASE SIF FACTOR . #766666

ALLO! USERS ;END SIF . NO

USE SCHNEIDER NOYIELD CRITERION STRESS . )A- $D SHEAR

USE PD%T NO

;ASE HOOP STRESS ON . ID

EN#$%86 USE IN OUTPLANE SIFS. NO

LI;ERAL E-PANSION ALLO!A;LE. YES

;$#7$ SEC $#9727$C SA-IAL. DeMa'lt

;$#7$ !ELDINGCONTOUR TEE IS;#079 TRUE

PRESSURE ARIATION IN E-P CASE. DEFAULT

I)PLE)ENT ;$#$ APP/P YES

I)PLE)ENT ;$#$ CODE CASE #=8 YES

IGNORE ;$#7#;$#7$ !c FACTOR. YES


11/43



P5! 'IS!IUSE FRP SIF . YES

USE FRP FLE- . YES

;S =#,9 P&ess'&e StiMMenin. Desin St&ain

FRP P&1pe&t Data File. CAESAR7FRP

FRP Em1+ (a*ial . 67$26666E"6= l57s37in7FRP Rati1 Gm1+Em1+ (a*ial . 672,6666

FRP EaE@@a . 67#,2=$6

FRP Laminate Tpe . THREE

FRP Alp@a . 2#7,98$ C

FRP Densit . #006786 ?c'7m7

E-CLUDE M2 FRO) UJOOA ;ENDING . NO

E-ECUTION CONTROL PARA)ETERS

Rii+E*p4t P&int Fla 77777 #7666

;1'&+1n Opti1n 7777777777777 7666L11p Cl1s'&e Fla 7777777777 7666

T@e&mal ;1in Delta Temp 77 7666 C

Li5e&al All1a5le Fla 77777 #7666

UniM1&m L1a+ Opti1n 77777777 7666

Am5ient Tempe&at'&e 77777777 2#7##% C

Plastic (FRP Alp@a 77777777 2#7,98

Plastic (FRP G)ODE)ODa 777 72,6

Plastic (FRP Laminate Tpe7 $7666

E3n OptimiBe& 77777777777777 7666

N1+e Selecti1n 7777777777777 7666

E3n O&+e&in 777777777777777 7666

C1llins 77777777777777777777 7666

De&ee Dete&minati1n 7777777 7666

Use& E3n C1nt&1l 77777777777 7666

COORDINATE REPORT

////////////////////(mm7//////////////////////

NODE - Y

, 7666 7666 7666

#6 7666 /##67666 7666

26 7666 /#=978,6 7666

$6 7666 /,$976$6 7666

%6 0%,7666 /,$976$6 7666

%, ##$979=, /,$976$6 %9%79=,

%= #0=#79$% /,$976$6 #62079$%

,6 #==87666 /,$976$6 ##$$7666,, #==87666 /,$976$6 #28$7666

06 #==87666 /,$976$6 #0097,$6

=6 #==87666 /,$976$6 #=,,7086

86 #==87666 /,$976$6 #82,7,$6

96 #==87666 /,$976$6 26287,$6

#66 #==87666 /,$976$6 26987$86

#6$ #==87666 /,$976$6 2#987$86

#6, #==87666 /,$976$6 2$987$86

##6 #==87666 /,$976$6 2%8=7$86

#26 #==87666 /,$976$6 2,%=7$86

#$6 #==87666 /,$976$6 2=,=7$86


12/43



P5! 'IS!I#%6 #==87666 /,$976$6 28#=7$86

#,6 #==87666 /,$976$6 29607$86

#,$ #==87666 /,$976$6 $#607$86

#,, #==87666 /,$976$6 $2607$86

#06 #==87666 /,$976$6 $2=072$6#=6 #==87666 /,$976$6 $%=972$6

#86 #==87666 /,$976$6 $,%97686

#96 #==87666 /,$976$6 $0$,72$6

066 #==87666 /,$976$6 %#$,72$6

#9, #==87666 /,$976$6 %,,=7$86

#9= #==87666 /,$976$6 %8,=7$86

266 #==87666 /,$976$6 ,#6=7$86

2#6 #==87666 /,$976$6 ,#==72$6

226 #==87666 /,$976$6 ,2%=768#

06 #==87666 /,$976$6 #0097,$6

,#6 #,=87666 /,$976$6 #0097,$6

$66 #2207666 /,$976$6 #0097,$6

$6, #2207666 /,$976$6 268=7,$6$#6 #2207666 /,$976$6 2%8=7,$6

$26 #2207666 /,$976$6 2,%=7,$6

$$6 #2207666 /,$976$6 2=,=7,$6

$%6 #2207666 /,$976$6 28#=7,$6

#96 #==87666 /,$976$6 $0$,72$6

,66 #,=87666 /,$976$6 $0$,72$6

$06 #2207666 /,$976$6 $0$,72$6

$,6 #2207666 /,$976$6 $2#=72$6

$,6 #2207666 /,$976$6 $2#=7,$6

$%6 #2207666 /,$976$6 28#=7,$6


13/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttDISP'ACE+E!S REPR!: $dal +$e"et*CASE 2 (PE) &9D19!19P1

$de D "". D; "". D< "". R de=. R; de=. R< de=

>0.000 >0.600 2.000 0.0277 0.0000 >0.1364

10 >0.427 >0.674 1.300 0.064 0.0438 >0.28

20 >0.71 >0.720 1.820 0.068 0.004 >0.262

28 >1.810 >0.884 1.444 0.0313 0.1612 >0.240

23 >2.12 >1.072 1.130 0.106 0.212 >0.203

0 >2.180 >1. 0.7 0.1147 0.016 >0.118

8 >1.864 >2.088 >2.001 0.03 0.08 >0.028

3 >1.734 >2.122 >2.21 0.0273 0.266 >0.024

40 >1.671 >2.1 >2.47 0.0072 0.20 0.0046

4 >0.47 >1.613 >.074 >0.0480 0.0626 0.067

47 0.10 >0.26 >2.87 >0.060 >0.0243 0.087

48 0.11 >0.12 >2.74 >0.013 >0.007 0.0808 43 0.107 >0.087 >2.714 >0.0417 >0.031 0.076

0 0.078 >0.048 >2.673 >0.0236 >0.0412 0.0634

0.000 >0.000 >2.612 >0.022 >0.08 0.068

60 >0.081 0.064 >2.3 >0.0000 0.008 0.0427

70 >0.070 0.061 >2.02 0.002 0.0083 0.0406

80 >0.03 0.07 >2.2 0.00 0.0030 0.0406

30 >0.027 0.04 >2.120 0.00 0.0030 0.040

100 >0.016 0.041 >2.07 0.004 0.0030 0.040

10 >0.000 0.04 >2.007 0.006 0.0072 0.081

10 0.016 0.022 >1.876 0.001 0.002 0.0

110 0.017 0.018 >1.818 0.0018 >0.0011 0.0287

120 0.016 0.016 >1.778 0.0018 >0.0012 0.0286

10 0.011 0.003 >1.68 0.0017 >0.0014 0.0281 140 0.010 0.008 >1.38 0.0016 >0.0014 0.0280

10 0.007 0.006 >1.40 0.0014 >0.0020 0.022

1 0.000 >0.000 >1.403 0.0028 >0.0014 0.018

1 >0.002 >0.006 >1.44 0.007 >0.0007 0.0162

160 >0.00 >0.011 >1.237 0.007 >0.0007 0.0162

170 >0.00 >0.024 >1.161 0.006 >0.0007 0.0161

180 >0.006 >0.028 >1.114 0.006 >0.0007 0.0160

130 >0.006 >0.0 >1.08 0.0023 >0.0002 0.0140

13 >0.002 >0.014 >0.44 >0.00 0.0004 0.00

137 >0.000 >0.000 >0.27 >0.0012 0.0001 0.0024

200 0.000 0.000 >0.03 0.0000 >0.0000 0.0000

210 0.000 0.000 >0.047 0.0000 >0.0000 0.0000

220 0.000 0.000 0.000 0.0000 >0.0000 0.0000 238 >0.400 >0.127 >2.48 >0.0148 0.0000 0.011

233 >0.46 >0.128 >2. >0.0173 0.0002 0.0063

00 >0.40 >0.112 >2.237 >0.021 0.0007 0.004

0 >0.444 >0.000 >2.068 >0.0107 0.0014 0.0040

10 >0.41 0.012 >1.800 0.0011 0.0022 0.002

20 >0.423 0.011 >1.760 0.0011 0.0022 0.002

0 >0.421 0.007 >1.620 0.0010 0.0022 0.002

40 >0.413 0.006 >1.73 0.0003 0.0022 0.002

0 >0.401 >0.000 >1.12 0.004 0.0023 0.0006

8 >0.2 >0.077 >1.07 0.0037 0.003 0.000


14/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttDISP'ACE+E!S REPR!: $dal +$e"et*CASE 2 (PE) &9D19!19P1

$de D "". D; "". D< "". R de=. R; de=. R< de=

3 >0.6 >0.07 >1.048 0.0103 0.003 >0.0007

60 >0.81 >0.061 >1.08 0.0121 0.00 >0.0008

00 >0.140 >0.066 >1.0 0.008 0.0024 0.008

10 >0.21 >0.043 >2.0 >0.0062 0.001 0.024

600 >0.00 >0.06 >0.70 >0.0013 0.0004 0.003

6000 >0.000 >0.60 2.000 0.0000 0.0000 >0.0000


15/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttDISP'ACE+E!S REPR!: $dal +$e"et*CASE (PE) &9D19!29P1

$de D "". D; "". D< "". R de=. R; de=. R< de=

>0.000 >0.602 2.000 0.0174 0.0000 >0.1226

10 >0.267 >0.67 1.38 0.0410 0.020 >0.1472

20 >0.447 >0.660 1.887 0.041 0.02 >0.147

28 >1.10 >0.78 1.62 0.07 0.108 >0.187

23 >1.0 >0.848 1.431 0.068 0.166 >0.1283

0 >1.72 >1.008 1.21 0.0717 0.1344 >0.0826

8 >1.222 >1.473 >0.63 0.020 0.1331 >0.021

3 >1.181 >1.433 >0.703 0.016 0.1683 >0.0128

40 >1.104 >1.04 >0.801 0.0021 0.161 0.00

4 >0.247 >1.124 >1.7 >0.03 0.048 0.0474

47 0.08 >0.221 >1. >0.082 >0.0034 0.086

48 0.066 >0.100 >1.16 >0.02 >0.016 0.06 43 0.061 >0.06 >1.237 >0.0277 >0.020 0.012

0 0.04 >0.00 >1.273 >0.0188 >0.021 0.0482

0.000 >0.000 >1.247 >0.016 >0.0132 0.0441

60 >0.046 0.00 >1.126 0.001 0.0022 0.0288

70 >0.040 0.026 >1.100 0.00 0.001 0.0274

80 >0.04 0.022 >1.077 0.004 0.001 0.0274

30 >0.01 0.010 >1.012 0.004 0.001 0.0274

100 >0.003 0.00 >0.330 0.004 0.001 0.027

10 >0.000 >0.000 >0.38 0.0028 0.0041 0.027

10 0.003 >0.007 >0.836 0.0012 0.0014 0.022

110 0.010 >0.008 >0.868 >0.0008 >0.0006 0.0132

120 0.003 >0.007 >0.843 >0.0003 >0.0007 0.0131

10 0.007 >0.004 >0.782 >0.0010 >0.0008 0.0188 140 0.006 >0.00 >0.76 >0.0010 >0.0008 0.0187

10 0.004 >0.000 >0.7 >0.0008 >0.0011 0.014

1 0.000 >0.000 >0.67 0.0016 >0.0008 0.0122

1 >0.001 >0.00 >0.642 0.000 >0.0004 0.010

160 >0.001 >0.003 >0.613 0.000 >0.0004 0.010

170 >0.00 >0.020 >0.4 0.000 >0.0004 0.010

180 >0.00 >0.02 >0.2 0.000 >0.0004 0.0104

130 >0.004 >0.027 >0.0 0.002 >0.0001 0.0030

13 >0.001 >0.012 >0.217 >0.0028 0.0002 0.004

137 >0.000 >0.000 >0.12 >0.0010 0.0001 0.001

200 0.000 0.000 >0.04 0.0000 >0.0000 0.0000

210 0.000 0.000 >0.022 0.0000 >0.0000 0.0000

220 0.000 0.000 0.000 0.0000 >0.0000 0.0000 238 >0.133 >0.087 >1.121 >0.0036 >0.0001 0.00

233 >0.216 >0.086 >1.114 >0.0113 0.0000 0.0021

00 >0.22 >0.07 >1.037 >0.0144 0.000 0.0010

0 >0.220 >0.000 >0.387 >0.003 0.0008 0.000

10 >0.21 >0.004 >0.88 0.0003 0.001 >0.0006

20 >0.212 >0.004 >0.83 0.0008 0.001 >0.0006

0 >0.207 >0.007 >0.771 0.0007 0.001 >0.0006

40 >0.206 >0.008 >0.72 0.0007 0.001 >0.0006

0 >0.13 >0.000 >0.624 0.0013 0.0017 >0.001

8 >0.17 >0.043 >0.432 0.006 0.002 >0.0012


16/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttDISP'ACE+E!S REPR!: $dal +$e"et*CASE (PE) &9D19!29P1

$de D "". D; "". D< "". R de=. R; de=. R< de=

3 >0.17 >0.044 >0.437 0.007 0.002 >0.0021

60 >0.184 >0.06 >0.14 0.0078 0.0020 >0.0022

00 >0.068 >0.047 >0.02 0.0042 0.0014 0.000

10 >0.110 >0.044 >1.122 >0.001 0.0007 0.010

600 >0.00 >0.01 >0.48 >0.001 0.0002 0.0060

6000 >0.000 >0.60 2.000 0.0000 0.0000 >0.0000


17/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttDISP'ACE+E!S REPR!: $dal +$e"et*CASE 4 (S5S) &9P1

$de D "". D; "". D< "". R de=. R; de=. R< de=

0.000 >0.00 0.000 >0.0004 >0.0000 >0.0020

10 >0.004 >0.00 0.002 >0.0011 >0.0002 >0.0026

20 >0.007 >0.00 0.00 >0.0011 >0.0002 >0.0026

28 >0.022 >0.00 0.010 >0.0020 >0.0008 >0.0046

23 >0.01 >0.007 0.014 >0.000 >0.0012 >0.0086

0 >0.07 >0.022 0.018 >0.004 >0.0018 >0.0120

8 >0.07 >0.128 0.02 >0.0046 >0.0011 >0.0117

3 >0.07 >0.16 0.0 >0.0043 >0.0004 >0.0102

40 >0.07 >0.140 0.0 >0.006 0.000 >0.0088

4 >0.027 >0.123 0.02 >0.0080 0.0013 >0.001

47 >0.007 >0.00 0.00 >0.0078 0.0020 0.0041

48 >0.004 >0.01 0.001 >0.0070 0.0013 0.0041 43 >0.00 >0.003 >0.000 >0.004 0.0016 0.002

0 >0.002 >0.00 >0.000 >0.00 0.0012 0.0027

>0.000 >0.000 >0.000 >0.0013 0.0003 0.002

60 0.002 >0.000 >0.000 0.0004 >0.0001 0.000

70 0.002 >0.001 >0.000 >0.0000 >0.0002 0.000

80 0.002 >0.001 >0.000 >0.0000 >0.0002 0.000

30 0.001 >0.001 >0.000 >0.0001 >0.0002 0.000

100 0.000 >0.001 >0.000 >0.0001 >0.0002 0.000

10 0.000 >0.000 >0.000 >0.0000 >0.0002 0.0001

10 >0.000 >0.001 >0.000 0.0001 >0.0001 >0.000

110 >0.000 >0.001 >0.000 >0.000 0.0000 >0.0007

120 >0.000 >0.000 >0.000 >0.000 0.0000 >0.0007

10 >0.000 0.002 >0.000 >0.0006 0.0000 >0.0007 140 >0.000 0.002 >0.000 >0.0006 0.0000 >0.0007

10 >0.000 0.00 >0.000 0.0001 0.0001 >0.0011

1 >0.000 >0.000 >0.000 0.002 0.0000 >0.001

1 0.000 >0.006 >0.000 0.008 0.0000 >0.0017

160 0.000 >0.011 >0.000 0.008 0.0000 >0.0017

170 0.000 >0.02 >0.000 0.008 0.0000 >0.0017

180 0.000 >0.023 >0.000 0.008 0.0000 >0.0017

130 0.000 >0.04 >0.000 0.0028 0.0000 >0.0013

13 0.000 >0.014 >0.000 >0.00 >0.0000 >0.0007

137 0.000 >0.000 >0.000 >0.0012 >0.0000 >0.000

200 >0.000 0.000 >0.000 0.0000 0.0000 >0.0000

210 >0.000 0.000 >0.000 0.0000 0.0000 >0.0000

220 >0.000 0.000 >0.000 0.0000 0.0000 >0.0000 238 0.002 0.014 >0.001 0.0003 >0.0000 >0.00

233 0.002 0.017 >0.001 0.0003 >0.0000 >0.003

00 0.002 0.017 >0.001 0.001 >0.0000 >0.003

0 0.002 >0.000 >0.001 0.006 >0.0000 >0.0042

10 0.002 >0.08 >0.001 0.0000 >0.0001 >0.0047

20 0.001 >0.08 >0.001 >0.0000 >0.0001 >0.0047

0 0.001 >0.08 >0.001 >0.000 >0.0001 >0.0047

40 0.001 >0.07 >0.001 >0.000 >0.0001 >0.0047

0 0.001 >0.000 >0.001 >0.0043 >0.0001 >0.002

8 0.000 0.001 >0.001 0.001 >0.0001 >0.007


18/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttDISP'ACE+E!S REPR!: $dal +$e"et*CASE 4 (S5S) &9P1

$de D "". D; "". D< "". R de=. R; de=. R< de=

3 0.000 0.007 >0.001 0.0012 >0.0001 >0.008

60 0.000 0.010 >0.001 0.0002 >0.0001 >0.006

00 0.000 >0.024 >0.000 0.002 >0.0001 >0.0040

10 0.002 0.001 >0.001 0.0006 >0.0000 >0.001

600 0.000 >0.07 >0.000 >0.0020 >0.0000 >0.0012

6000 0.000 >0.000 0.000 >0.0000 >0.0000 >0.0000


19/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttRES!RAI! S5++AR; REPR!: '$ad* Re*trait*Vari$u* '$ad Ca*e*

LOAD CASE DEFINITION JEY

CASE 2 (OPE !"D#"T#"P#

CASE $ (OPE !"D#"T2"P#

$de '$ad Ca*e ? . ?; . ?< . + .". +; .". +< .".

?le ;@ Ri=idR;@ Ri=id 4274 1766 161 >1884

(PE) >218 104 >2633 1108 100 >1176

+A >164'2 2'2 >4274'2 1766'2 161'2 >1884'2

Ri=id 9;@Ri=id

2(PE) 3 >11 0 0 0 0

(PE) 667 >1046 0 0 0 0

+A 3'2 >11'2

10 Ri=id 9;@Ri=id

2(PE) >37 0 0 0 0 0

(PE) >44 >26 0 0 0 0

+A >37'2 >26'

1 Ri=id @Ri=id 9;

2(PE) 178 >6 0 0 0 0

(PE) 101 >76 0 0 0 0

+A 178'2 >76'

137 Ri=id 9;@Ri=id

2(PE) >40 >46 0 0 0 0

(PE) >22 >417 0 0 0 0

+A >40'2 >46'2

220 Ri=id AC 2(PE) 28 123 4274 7 >

(PE) 16 37 2633 1 > 21

+A 28'2 123'2 4274'2 7'2 >'2 '2

0 Ri=id 9;

2(PE) 0 >42 0 0 0 0

(PE) 0 >33 0 0 0 0

+A >42'2

0 Ri=id 9;


20/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttRES!RAI! S5++AR; REPR!: '$ad* Re*trait*Vari$u* '$ad Ca*e*

$de '$ad Ca*e ? . ?; . ?< . + .". +; .". +< .".

2(PE) 0 >0 0 0 0 0

(PE) 0 >28 0 0 0 0

+A >0'2

6000 Di*l.Reati$

2(PE) >164 2 >4274 1766 161 >1884

(PE) >218 104 >2633 1108 100 >1176

+A >164'2 2'2 >4274'2 1766'2 161'2 >1884'2


21/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttS!RESSES REPR!: Stre**e* $ Ele"et*CASE 4 (S5S) &9P1

Pipin C1+e: ;$#7$ . ;$#7$ /26#2< 4an #6< 26#$

CODE STRESS CHECJ PASSED : LOADCASE % (SUS !"P#

Hi@est St&esses: (l57s37in7

Rati1 (: 2%70 N1+e $#6

C1+e St&ess: %9287% All1a5le St&ess: 2666676

A*ial St&ess: 22%27= N1+e ##6

;en+in St&ess: 2=#,79 N1+e $#6

T1&si1n St&ess: #9276 N1+e ##6

H11p St&ess: %%9272 N1+e ##6

)a* St&ess Intensit: %98872 N1+e $#6

$de Bedi=Stre**

l%.*.i.

!$r*i$Stre**

l%.*.i.

SI?IdeI Plae

SI?Ideut Plae

C$deStre**

l%.*.i.

All$a%leStre**

l%.*.i.

Rati$ Pii=C$de

47. >7.6 1.000 1.000 162. 20000.0 7.8 B1.

10 8.2 7.6 1.000 1.000 163.4 20000.0 7.8 B1.

10 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 7.4 >7.6 1.000 1.000 172.2 20000.0 7.3 B1.

28 46.4 7.6 1.000 1.000 16.8 20000.0 8. B1.

28 81.7 >7.6 1.768 1.474 200.3 20000.0 10.0 B1.

23 78.8 >11. 1.768 1.474 1367.2 20000.0 3.8 B1.

23 78.8 11. 1.768 1.474 1367.2 20000.0 3.8 B1.

0 4.0 >40.3 1.768 1.474 171.8 20000.0 8.6 B1.

0 1.8 40.3 1.000 1.000 1476.0 20000.0 7.4 B1.

8 46.2 >40.3 1.000 1.000 108. 20000.0 7. B1.

8 1. 40.3 1.768 1.474 163.1 20000.0 8. B1.

3 33. 2.6 1.768 1.474 1762. 20000.0 8.8 B1.

3 33. >2.6 1.768 1.474 1762. 20000.0 8.8 B1.40 8. 3.4 1.768 1.474 17.8 20000.0 8.8 B1.

40 81.0 >3.4 1.000 1.000 14.6 20000.0 7.8 B1.

4 00.4 3.4 1.000 1.000 167.2 20000.0 8.4 B1.

4 00.4 >3.4 1.000 1.000 167.2 20000.0 8.4 B1.

47 18.0 3.4 1.000 1.000 160. 20000.0 6.8 B1.

47 18.0 >3.4 1.000 1.000 160. 20000.0 6.8 B1.

48 47.0 3.4 1.000 1.000 120.3 20000.0 7.6 B1.


22/43



$de Bedi=Stre**

l%.*.i.

!$r*i$Stre**

l%.*.i.

SI?IdeI Plae

SI?Ideut Plae

C$deStre**

l%.*.i.

All$a%leStre**

l%.*.i.

Rati$ Pii=C$de

48 1.2 >3.4 1.768 1.474 1687.3 20000.0 8.4 B1.

43 63.0 1. 1.768 1.474 184.8 20000.0 3. B1.

43 63.0 >1. 1.768 1.474 184.8 20000.0 3. B1.

0 781.7 >81.8 1.768 1.474 1344.0 20000.0 3.7 B1.

0 26. 81.8 1.000 1.000 1683.7 20000.0 8.4 B1.

723.1 >81.8 1.000 1.000 1831. 20000.0 3. B1.

723.1 81.8 1.000 1.000 1831. 20000.0 3. B1.

60 13.8 >81.8 1.222 1.236 13.1 20000.0 6.8 B1.

60 206.2 .7 1.222 1.236 16.1 20000.0 6.8 B1.

70 236. >.7 1.000 1.000 14.4 20000.0 7. B1.

70 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

80 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

80 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

30 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

30 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

100 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

100 120.1 .7 1.000 1.000 1277.1 20000.0 6.4 B1.

10 13.1 >.7 1.000 1.000 116.0 20000.0 6.6 B1.

10 13.1 .7 1.000 1.000 116.0 20000.0 6.6 B1.

10 81. >.7 1.000 1.000 128.6 20000.0 6.2 B1.

10 81. .7 1.000 1.000 128.6 20000.0 6.2 B1.

110 30.3 >132.0 1.000 1.000 136.8 20000.0 16.0 B1.

110 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

120 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

120 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.10 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

10 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

140 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

140 446.2 132.0 1.000 1.000 2716.2 20000.0 1.6 B1.

10 232.1 >.7 1.000 1.000 1448.3 20000.0 7.2 B1.

10 232.1 .7 1.000 1.000 1448.3 20000.0 7.2 B1.

1 816.7 >.7 1.000 1.000 137.1 20000.0 3.3 B1.


23/43



$de Bedi=Stre**

l%.*.i.

!$r*i$Stre**

l%.*.i.

SI?IdeI Plae

SI?Ideut Plae

C$deStre**

l%.*.i.

All$a%leStre**

l%.*.i.

Rati$ Pii=C$de

1 816.7 .7 1.000 1.000 137.1 20000.0 3.3 B1.

1 48.3 >.7 1.000 1.000 10.6 20000.0 7. B1.

1 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

160 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

160 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

170 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

170 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

180 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

180 482.6 .7 1.000 1.000 163. 20000.0 8.2 B1.

130 64.3 >.7 1.222 1.236 1802.4 20000.0 3.0 B1.

130 616.6 >22. 1.222 1.236 1772.6 20000.0 8.3 B1.

600 6.7 22. 1.000 1.000 1432.8 20000.0 7. B1.

600 6.7 >22. 1.000 1.000 1432.8 20000.0 7. B1.

13 3.7 22. 1.000 1.000 1243.3 20000.0 6.2 B1.

13 3.7 >22. 1.000 1.000 1243.3 20000.0 6.2 B1.

137 7.6 22. 1.000 1.000 1723.6 20000.0 8.6 B1.

137 7.6 >22. 1.000 1.000 1723.6 20000.0 8.6 B1.

200 110.7 22. 1.000 1.000 1266.3 20000.0 6. B1.

200 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

210 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

210 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

220 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

60 37.3 14.6 1.222 1.236 2610.0 20000.0 1.1 B1.

10 21. >26.0 1.000 1.000 27.6 20000.0 1.7 B1.

10 21. 26.0 1.000 1.000 27.6 20000.0 1.7 B1.238 133.6 >26.0 1.000 1.000 2411.3 20000.0 12.1 B1.

238 286.3 26.0 1.72 1.47 2433.1 20000.0 12. B1.

233 .7 >68. 1.72 1.47 2213.3 20000.0 11.1 B1.

233 .7 68. 1.72 1.47 2213.3 20000.0 11.1 B1.

00 04.4 >2.4 1.72 1.47 217.1 20000.0 12.6 B1.

00 211.8 2.4 1.000 1.000 2424. 20000.0 12.1 B1.

0 1246.0 >2.4 1.000 1.000 48.6 20000.0 17. B1.


24/43



$de Bedi=Stre**

l%.*.i.

!$r*i$Stre**

l%.*.i.

SI?IdeI Plae

SI?Ideut Plae

C$deStre**

l%.*.i.

All$a%leStre**

l%.*.i.

Rati$ Pii=C$de

0 1246.0 2.4 1.000 1.000 48.6 20000.0 17. B1.

10 271.3 >2.4 1.000 1.000 4328.4 20000.0 24.6 B1.

10 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

40 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

130 464. >6.0 1.222 1.236 2673.0 20000.0 1.4 B1.

00 4.1 64. 1.000 1.000 277.8 20000.0 1.8 B1.

00 4.1 >64. 1.000 1.000 277.8 20000.0 1.8 B1.

8 124.8 64. 1.000 1.000 240.0 20000.0 11.7 B1.

8 173. >64. 1.72 1.47 234.4 20000.0 12.0 B1.

3 178. 6.0 1.72 1.47 23.3 20000.0 12.0 B1.

3 178. >6.0 1.72 1.47 23.3 20000.0 12.0 B1.

60 42.7 >2.4 1.72 1.47 266.4 20000.0 1. B1.

60 1.0 2.4 1.000 1.000 227.7 20000.0 12.6 B1.

0 1468.7 >2.4 1.000 1.000 681. 20000.0 18.4 B1.

0 1468.7 2.4 1.000 1.000 681. 20000.0 18.4 B1.

40 260.8 >2.4 1.000 1.000 486. 20000.0 24. B1.


25/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttS!RESSES E!EDED REPR!: Stre**e* $ Ele"et*CASE 4 (S5S) &9P1

Pipin C1+e: ;$#7$ . ;$#7$ /26#2< 4an #6< 26#$



Rati1 (: 2%70 N1+e $#6


A*ial St&ess: 22%27= N1+e ##6

;en+in St&ess: 2=#,79 N1+e $#6

T1&si1n St&ess: #9276 N1+e ##6

H11p St&ess: %%9272 N1+e ##6


$de

AialStre**

l%.*.i.

Bedi=Stre**

l%.*.i.

!$r*i$Stre**

l%.*.i.

$$Stre**

l%.*.i.

+aStre**

Ite*it-

l%.*.i.

SI?Ide I

Plae

SI?Ide utPlae

C$deStre**

l%.*.i.

All$a%le Stre**l%.*.i.

Rati$

Pii=

C$de

121.1 47. >7.6 262.8 276.1 1.000 1.000 162. 20000.0 7.8 B1.

10 1203.4 8.2 7.6 262.8 276. 1.000 1.000 163.4 20000.0 7.8 B1.

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

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23 118. 78.8 >11. 262.8 27.1 1.768 1.474 1367.2 20000.0 3.8 B1.

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26/43



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70 11. 236. >.7 262.8 27.8 1.000 1.000 14.4 20000.0 7. B1.

70 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

80 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

80 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

30 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

30 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

100 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

100 11. 120.1 .7 262.8 27.7 1.000 1.000 1277.1 20000.0 6.4 B1.

10 11. 13.1 >.7 262.8 27.7 1.000 1.000 116.0 20000.0 6.6 B1.

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10 11. 81. >.7 262.8 27.7 1.000 1.000 128.6 20000.0 6.2 B1.

10 11. 81. .7 262.8 27.7 1.000 1.000 128.6 20000.0 6.2 B1.110 2242.7 30.3 >132.0 4432.2 4727.4 1.000 1.000 136.8 20000.0 16.0 B1.

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120 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

120 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

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27/43



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1 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

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160 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

170 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

170 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

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28/43



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29/43


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30/43


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10 >0.1 1014. 13.0 0.0 76.7 1.000 1.000 108. 0000.0 2.2 B1.

10 >0.1 1014. >13.0 0.0 76.7 1.000 1.000 108. 0000.0 2.2 B1.

238 >0.1 24.3 13.0 0.0 386.1 1.000 1.000 47.6 0000.0 0.3 B1.


33/43



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238 >0.1 .4 >13.0 0.0 160.1 1.72 1.47 2. 0000.0 1.0 B1.

233 >4.3 41.0 80.2 0.0 1618.2 1.72 1.47 464.4 0000.0 0.3 B1.

233 >4.3 41.0 >80.2 0.0 1618.2 1.72 1.47 464.4 0000.0 0.3 B1.

00 >6.8 260.4 >18.2 0.0 383. 1.72 1.47 263.7 0000.0 0. B1.

00 >6.8 173.8 18.2 0.0 632.1 1.000 1.000 130.1 0000.0 0.4 B1.

0 >6.8 76.7 >18.2 0.0 2846.1 1.000 1.000 771.4 0000.0 1. B1.

0 >6.8 76.7 18.2 0.0 2846.1 1.000 1.000 771.4 0000.0 1. B1.

10 >6.8 86. >18.2 0.0 2132.2 1.000 1.000 34.4 0000.0 1.2 B1.

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

40 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

130 0.1 60. 73.8 0.0 1701. 1.222 1.236 66.3 0000.0 1. B1.

00 0.1 31.4 >10.8 0.0 143.4 1.000 1.000 44.1 0000.0 0.3 B1.

00 0.1 31.4 10.8 0.0 143.4 1.000 1.000 44.1 0000.0 0.3 B1.

8 0.1 1.1 >10.8 0.0 280.6 1.000 1.000 21.8 0000.0 0.4 B1.

8 0.1 74.6 10.8 0.0 44.3 1.72 1.47 220.6 0000.0 0.4 B1.

3 >4.8 17.7 >68. 0.0 681.6 1.72 1.47 226.6 0000.0 0. B1.

3 >4.8 17.7 68. 0.0 681.6 1.72 1.47 226.6 0000.0 0. B1.

60 >6.8 180.3 >18.2 0.0 636. 1.72 1.47 131.2 0000.0 0.4 B1.

60 >6.8 124.7 18.2 0.0 483. 1.000 1.000 16. 0000.0 0. B1.0 >6.8 26. >18.2 0.0 1000.6 1.000 1.000 272.7 0000.0 0. B1.

0 >6.8 26. 18.2 0.0 1000.6 1.000 1.000 272.7 0000.0 0. B1.

40 >6.8 440. >18.2 0.0 16.0 1.000 1.000 448.6 0000.0 0.3 B1.


34/43


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CODE STRESS CHECJ PASSED : LOADCASE 0 (E-P L0.L$/L%


Rati1 (: #97= N1+e ,

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10 >41.4 324.7 >237.8 0.0 1237.4 1.000 1.000 7311. 0000.0 1.8 B1.

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 >41.4 4407.2 237.8 0.0 1027.7 1.000 1.000 683.3 0000.0 1.7 B1.

28 >41.4 1203.4 >237.8 0.0 764.4 1.000 1.000 44.1 0000.0 10.7 B1.

28 >41.4 214.4 237.8 0.0 6763.1 1.768 1.474 62.8 0000.0 11. B1.

23 >262.3 687.4 >2120.1 0.0 12620. 1.768 1.474 706. 0000.0 14.6 B1.

23 >262.3 687.4 2120.1 0.0 12620. 1.768 1.474 706. 0000.0 14.6 B1.

0 >0. 746.3 >870.7 0.0 144.4 1.768 1.474 7872.4 0000.0 1.7 B1.

0 >0. 4604. 870.7 0.0 10026.4 1.000 1.000 2.2 0000.0 10. B1.

8 >0. 704.6 >870.7 0.0 8267. 1.000 1.000 434.8 0000.0 8.8 B1.

8 >0. 6231.6 870.7 0.0 148.1 1.768 1.474 6847.2 0000.0 1.7 B1.3 >410.3 717.6 >46. 0.0 147.3 1.768 1.474 7782. 0000.0 1.6 B1.

3 >410.3 717.6 46. 0.0 147.3 1.768 1.474 7782. 0000.0 1.6 B1.

40 >428.3 77. 8.8 0.0 1324.6 1.768 1.474 7366.2 0000.0 1.3 B1.

40 >428.3 4461.1 >8.8 0.0 3738.1 1.000 1.000 4830.0 0000.0 3.8 B1.

4 >428.3 2630.8 8.8 0.0 6272. 1.000 1.000 113.7 0000.0 6.2 B1.

4 >428.3 2630.8 >8.8 0.0 6272. 1.000 1.000 113.7 0000.0 6.2 B1.

47 >428.3 117.7 8.8 0.0 21.1 1.000 1.000 1602.7 0000.0 .2 B1.


35/43



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47 >428.3 117.7 >8.8 0.0 21.1 1.000 1.000 1602.7 0000.0 .2 B1.

48 >428.3 1141.4 8.8 0.0 186.6 1.000 1.000 170. 0000.0 .1 B1.

48 >428.3 186.8 >8.8 0.0 462.4 1.768 1.474 2232.7 0000.0 4.6 B1.

43 >81. 13.2 >12.6 0.0 323.7 1.768 1.474 1364. 0000.0 .3 B1.

43 >81. 13.2 12.6 0.0 323.7 1.768 1.474 1364. 0000.0 .3 B1.

0 >276.1 1100.8 >03.1 0.0 2848. 1.768 1.474 103. 0000.0 .0 B1.

0 >276.1 74.7 03.1 0.0 216.4 1.000 1.000 1134.2 0000.0 2.4 B1.

>276.1 20.6 >03.1 0.0 4673.1 1.000 1.000 231.0 0000.0 4.8 B1.

>276.1 20.6 03.1 0.0 4673.1 1.000 1.000 231.0 0000.0 4.8 B1.

60 >276.1 1278.7 >03.1 0.0 13.0 1.222 1.236 1743. 0000.0 . B1.

60 >274.1 1400.0 126.4 0.0 81.4 1.222 1.236 177. 0000.0 . B1.

70 >274.1 868. >126.4 0.0 227.2 1.000 1.000 1170.2 0000.0 2. B1.

70 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

80 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

80 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

30 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

30 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

100 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

100 >274.1 142.1 126.4 0.0 302.3 1.000 1.000 486.3 0000.0 1.0 B1.

10 >274.1 44.8 >126.4 0.0 1471.6 1.000 1.000 72.6 0000.0 1. B1.

10 >274.1 44.8 126.4 0.0 1471.6 1.000 1.000 72.6 0000.0 1. B1.

10 >274.1 13.0 >126.4 0.0 124.1 1.000 1.000 644.7 0000.0 1. B1.

10 >274.1 13.0 126.4 0.0 124.1 1.000 1.000 644.7 0000.0 1. B1.110 >68. 822.8 >88.6 0.0 408.4 1.000 1.000 13.7 0000.0 .2 B1.

110 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

120 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

120 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

140 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.


36/43



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140 >68. 241.7 88.6 0.0 00.6 1.000 1.000 1122.7 0000.0 2.2 B1.

10 >274.1 2.7 >126.4 0.0 636. 1.000 1.000 37. 0000.0 0.8 B1.

10 >274.1 2.7 126.4 0.0 636. 1.000 1.000 37. 0000.0 0.8 B1.

1 >274.1 3.1 >126.4 0.0 81.4 1.000 1.000 447.4 0000.0 0.3 B1.

1 >274.1 3.1 126.4 0.0 81.4 1.000 1.000 447.4 0000.0 0.3 B1.

1 >274.1 36.8 >126.4 0.0 816.8 1.000 1.000 448.3 0000.0 0.3 B1.

1 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

160 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

160 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

170 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

170 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

180 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

180 >274.1 118.7 126.4 0.0 88. 1.000 1.000 467.1 0000.0 0.3 B1.

130 >274.1 161. >126.4 0.0 340.0 1.222 1.236 7.1 0000.0 1.2 B1.

130 >276.1 81.2 6. 0.0 761.0 1.222 1.236 48.1 0000.0 0.3 B1.

600 >276.1 20. >6. 0.0 642.0 1.000 1.000 24.1 0000.0 0.6 B1.

600 >276.1 20. 6. 0.0 642.0 1.000 1.000 24.1 0000.0 0.6 B1.

13 >276.1 1.3 >6. 0.0 6.4 1.000 1.000 20.0 0000.0 0.6 B1.

13 >276.1 1.3 6. 0.0 6.4 1.000 1.000 20.0 0000.0 0.6 B1.

137 >276.1 41.6 >6. 0.0 68.6 1.000 1.000 4.6 0000.0 0.7 B1.

137 >276.1 41.6 6. 0.0 68.6 1.000 1.000 4.6 0000.0 0.7 B1.

200 >276.1 8. >6. 0.0 613.1 1.000 1.000 1. 0000.0 0.6 B1.

200 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.210 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

210 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

220 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

60 >0.0 1128.4 >11.6 0.0 03.4 1.222 1.236 1166. 0000.0 2. B1.

10 >0.0 726. 147.7 0.0 2636. 1.000 1.000 784.1 0000.0 1.6 B1.

10 >0.0 726. >147.7 0.0 2636. 1.000 1.000 784.1 0000.0 1.6 B1.

238 >0.0 16.8 147.7 0.0 673.6 1.000 1.000 8.8 0000.0 0.7 B1.


37/43



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238 >0.0 28. >147.7 0.0 327.3 1.72 1.47 73.6 0000.0 0.8 B1.

233 >2.3 1.8 68. 0.0 1177.8 1.72 1.47 44.3 0000.0 0.7 B1.

233 >2.3 1.8 >68. 0.0 1177.8 1.72 1.47 44.3 0000.0 0.7 B1.

00 >4.1 207. >6.2 0.0 781.7 1.72 1.47 211.7 0000.0 0.4 B1.

00 >4.1 14.6 6.2 0.0 46.6 1.000 1.000 148.2 0000.0 0. B1.

0 >4.1 46. >6.2 0.0 202.6 1.000 1.000 0.6 0000.0 1.1 B1.

0 >4.1 46. 6.2 0.0 202.6 1.000 1.000 0.6 0000.0 1.1 B1.

10 >4.1 408.1 >6.2 0.0 122.6 1.000 1.000 412.4 0000.0 0.8 B1.

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

20 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

40 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B1.

130 0.0 400.0 2.3 0.0 1073.6 1.222 1.236 42.0 0000.0 0.8 B1.

00 0.0 21.7 >68.7 0.0 33.2 1.000 1.000 286.3 0000.0 0.6 B1.

00 0.0 21.7 68.7 0.0 33.2 1.000 1.000 286.3 0000.0 0.6 B1.

8 0.0 41.7 >68.7 0.0 206.4 1.000 1.000 14.7 0000.0 0. B1.

8 0.0 60.4 68.7 0.0 261.3 1.72 1.47 10.2 0000.0 0. B1.

3 >2.3 128.0 >41.3 0.0 431. 1.72 1.47 1. 0000.0 0. B1.

3 >2.3 128.0 41.3 0.0 431. 1.72 1.47 1. 0000.0 0. B1.

60 >4.1 12.3 >6.2 0.0 474.1 1.72 1.47 128.6 0000.0 0. B1.

60 >4.1 8.6 6.2 0.0 2.7 1.000 1.000 30. 0000.0 0.2 B1.0 >4.1 16.2 >6.2 0.0 3.0 1.000 1.000 160.7 0000.0 0. B1.

0 >4.1 16.2 6.2 0.0 3.0 1.000 1.000 160.7 0000.0 0. B1.

40 >4.1 234.1 >6.2 0.0 1102.0 1.000 1.000 238. 0000.0 0.6 B1.


38/43


'ie*ed !$:: SP'+: Edit $"a- a"e i *-*te"/$"a-.ttCDE C+P'IACE REPR!: C$de Stre**e* $ Ele"et*Vari$u* '$ad Ca*e*


CASE , (E-P L,.L2/L%

CASE 0 (E-P L0.L$/L%

Pipin C1+e: ;$#7$ . ;$#7$ /26#2< 4an #6< 26#$

CODE CO)PLIANCE EALUATION PASSED


Rati1 (: $#72 N1+e , LOADCASE: , (E-P L,.L2/L%

C1+e St&ess: #,,8972 All1a5le St&ess: ,666676

A*ial St&ess: 89,72 N1+e ##6 LOADCASE: , (E-P L,.L2/L%

;en+in St&ess: #$28,79 N1+e , LOADCASE: , (E-P L,.L2/L%T1&si1n St&ess: %62,7$ N1+e #6 LOADCASE: , (E-P L,.L2/L%

H11p St&ess: 676 N1+e #6 LOADCASE: , (E-P L,.L2/L%

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(EP) 183.2 0000.0 10 1248. 0000.0 B1.

6(EP) 3847.7 0000.0 7311. 0000.0 B1.

(EP) 10 0.0 0.0 20 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 20 1074. 0000.0 28 8268. 0000.0 B1.

6(EP) 683.3 0000.0 44.1 0000.0 B1.

(EP) 28 863.0 0000.0 23 1123.2 0000.0 B1.

6(EP) 62.8 0000.0 706. 0000.0 B1.

(EP) 23 1123.2 0000.0 0 12220.2 0000.0 B1.

6(EP) 706. 0000.0 7872.4 0000.0 B1.

(EP) 0 8122.2 0000.0 8 7023.1 0000.0 B1.

6(EP) 2.2 0000.0 434.8 0000.0 B1.

(EP) 8 10337.8 0000.0 3 12468.6 0000.0 B1.6(EP) 6847.2 0000.0 7782. 0000.0 B1.

(EP) 3 12468.6 0000.0 40 1274.4 0000.0 B1.

6(EP) 7782. 0000.0 7366.2 0000.0 B1.

(EP) 40 7803.3 0000.0 4 4316. 0000.0 B1.

6(EP) 4830.0 0000.0 113.7 0000.0 B1.

(EP) 4 4316. 0000.0 47 220.2 0000.0 B1.

6(EP) 113.7 0000.0 1602.7 0000.0 B1.


39/43




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6(EP) 1602.7 0000.0 170. 0000.0 B1.

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6(EP) 2232.7 0000.0 1364. 0000.0 B1.

(EP) 43 276.1 0000.0 0 24.6 0000.0 B1.

6(EP) 1364. 0000.0 103. 0000.0 B1.

(EP) 0 1820.4 0000.0 346.2 0000.0 B1.

6(EP) 1134.2 0000.0 231.0 0000.0 B1.

(EP) 346.2 0000.0 60 2832.3 0000.0 B1.

6(EP) 231.0 0000.0 1743. 0000.0 B1.

(EP) 60 2343.2 0000.0 70 1367.0 0000.0 B1.

6(EP) 177. 0000.0 1170.2 0000.0 B1.

(EP) 70 0.0 0.0 80 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 80 0.0 0.0 30 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 30 0.0 0.0 100 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 100 738. 0000.0 10 113.6 0000.0 B1.

6(EP) 486.3 0000.0 72.6 0000.0 B1.

(EP) 10 113.6 0000.0 10 378. 0000.0 B1.

6(EP) 72.6 0000.0 644.7 0000.0 B1.

(EP) 10 378. 0000.0 110 2410.0 0000.0 B1.

6(EP) 644.7 0000.0 13.7 0000.0 B1.

(EP) 110 0.0 0.0 120 0.0 0.0 B1.6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 120 0.0 0.0 10 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 10 0.0 0.0 140 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 140 1767.8 0000.0 10 661.1 0000.0 B1.

6(EP) 1122.7 0000.0 37. 0000.0 B1.


40/43




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6(EP) 37. 0000.0 447.4 0000.0 B1.

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6(EP) 447.4 0000.0 448.3 0000.0 B1.

(EP) 1 0.0 0.0 160 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 160 0.0 0.0 170 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 170 0.0 0.0 180 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 180 68.0 0000.0 130 81.6 0000.0 B1.

6(EP) 467.1 0000.0 7.1 0000.0 B1.

(EP) 130 64.0 0000.0 600 486.7 0000.0 B1.

6(EP) 48.1 0000.0 24.1 0000.0 B1.

(EP) 600 486.7 0000.0 13 486.3 0000.0 B1.

6(EP) 24.1 0000.0 20.0 0000.0 B1.

(EP) 13 486.3 0000.0 137 0.6 0000.0 B1.

6(EP) 20.0 0000.0 4.6 0000.0 B1.

(EP) 137 0.6 0000.0 200 480.8 0000.0 B1.

6(EP) 4.6 0000.0 1. 0000.0 B1.

(EP) 200 0.0 0.0 210 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

(EP) 210 0.0 0.0 220 0.0 0.0 B1.

6(EP) 0.0 0.0 0.0 0.0 B1.

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41/43




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42/43


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43/43


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20 13 1 10.00 13.78 0.00 273.0 7.17 0 13 4 10.00 162.26 0.00 273.0 8.0

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