table of contents-oil

7/23/2019 Table of Contents-OIL

1/42

CAESAR II 2014 Ver.7.00.00.2800, (Build 140416) Date: SEP , 201 !i"e: 2#:2$%&:: 'IREV2i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3t

Table of Contents

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

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

Displacements : $ (OPE !"D2"T2"P#.......................................................................................................... 20

Displacements : % (SUS !"P#....................................................................................................................... 21

Rest&aint S'mma& : )'ltiple....................................................................................................................... 22

St&esses E*ten+e+ : % (SUS !"P#...............................................................................................................24

St&ess S'mma& : % (SUS !"P#..................................................................................................................... 28

St&esses E*ten+e+ : , (E-P L,.L2/L%...................................................................................................... 2

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

C1+e C1mpliance : )'ltiple............................................................................................................................ #7

Flane Pe3 : 2 (OPE !"D#"T#"P#.................................................................................................................41

Flane Pe3 : $ (OPE !"D2"T2"P#.................................................................................................................42


2/42

CAESAR II 2014 Ver.7.00.00.2800, (Build 140416) Date: SEP , 201 !i"e: 2#:2$%&:: 'IREV2i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3t

LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS

# (HYD !!"HP

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

$ (OPE !"D2"T2"P#

% (SUS !"P#

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

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


3/42

CAESAR II 2014 Ver.7.00.00.2800, (Build 140416) Date: SEP , 201 !i"e: 2#:2%&:: 'IREV2

i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3t

5P! IS!I5415 Desc&ipti1n:

PRO4ECT:

CLIENT :

ANALYST:

NOTES :

PIPE DATA

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

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

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

8$#7$ (26#2 Ccle )a* S9itc . /// App7P S;St S9itc . ON

Sc. 26


4/42



5P! IS!I5/////////////////////////////////////////////////////////////////////////////

F&1m $6 T1 $, D-. %,27%66 mm7


Sc. 2666 mm7

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

F&1m 06 T1 =6 DB. =07266 mm7


Sc. 26


5/42



5P! IS!I58$#7$ (26#2 Ccle )a* S9itc . /// App7P S;St S9itc . ON

Sc. 26


6/42



5P! IS!I5Dia. ##%7$66 mm7 !all. 07626 mm7

Ins'l T. 7666 mm7

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

F&1m #%, T1 #,6 DB. =07266 mm7

8$#7$ (26#2 Ccle )a* S9itc . /// App7P S;St S9itc . ONSc. 26


7/42



5P! IS!I5/////////////////////////////////////////////////////////////////////////////

F&1m #>$ T1 #>, DB. #$07>66 mm7

RESTRAINTS

N1+e #>$ Y

N1+e #>$ G'i+e/////////////////////////////////////////////////////////////////////////////

F&1m #>, T1 #?6 DB. =07266 mm7

RIGID !eit. =#7#= N7

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

F&1m #?6 T1 266 DB. =07266 mm7

RIGID !eit. =#7#= N7

RESTRAINTS

N1+e 266 ANC

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

F&1m ,6 T1 066 D-. /$667666 mm7


Sc. 26

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

F&1m $#6 T1 $#, DB. %%67#,6 mm7

RESTRAINTS

N1+e $#, "Y

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

F&1m $#, T1 $26 DB. $667666 mm7


Sc. 26


8/42



5P! IS!I5RIGID !eit. ,#$7=% N7

ALLO!A8LE STRESSES

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

F&1m $%6 T1 $,6 DB. 0?7>,6 mm7

RIGID !eit. ,%7%? N7/////////////////////////////////////////////////////////////////////////////

F&1m $,6 T1 $,, DB. $667666 mm7


Sc. 26


9/42



5P! IS!I5S%. 26


10/42



5P! IS!I5S>. 26


11/42



5P! IS!I5App7P S;St S9itc . ON

Sc. 26


12/42



5P! IS!I5S$. 26


13/42



5P! IS!I5S=. 26. 26

##66 $06 Ra+i's. ##%7$66 mm7 (LONG

8en+ Anle. ?67666 Anle;N1+e #. %,766

$,? Anle;N1+e 2. 766 $,>

066 $#6 Ra+i's. ##%7$66 mm7 (LONG8en+ Anle. ?67666 Anle;N1+e #. %,766

$6? Anle;N1+e 2. 766 $6>

RIGIDS

#6 26 RIGID !eit. =#7#= N7

06 =6 RIGID !eit. =#7#= N7

=6 >6 RIGID !eit. 0$#702 N7

>6 >, RIGID !eit. =#7#= N7

#66 ##6 RIGID !eit. ,%7%? N7

##6 #26 RIGID !eit. ==>7%6 N7

#26 #$6 RIGID !eit. ,%7%? N7

#%, #,6 RIGID !eit. =#7#= N7

#,6 #06 RIGID !eit. 0$#702 N7

#06 #=6 RIGID !eit. =#7#= N7

#>, #?6 RIGID !eit. =#7#= N7

#?6 266 RIGID !eit. =#7#= N7

$26 $$6 RIGID !eit. ,%7%? N7

$$6 $%6 RIGID !eit. ,#$7=% N7

$%6 $,6 RIGID !eit. ,%7%? N7

SIFs TEEs

%$ ,6 N1+e ,6 !el+in Tee

#=6 #>6 N1+e #>6 !el+in Tee

REDUCERS

?6 #66 Diam2. >>7?66 mm7 !all2. ,7%>0 mm7

#$6 #%6 Diam2. ##%7$66 mm7 !all2. 07626 mm7

RESTRAINTS Len )U

GAP YIELD Di&

NODE TYPE CNODE STIF# STIF2 FORCE ect1&s

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


14/42



5P! IS!I5%$ Y 7666 #7666 7666

%$ G'i+e 7666 7666 7666

#$66 Y 7666 #7666 7666

#$66 - #7666 7666 7666

#266 Y 7666 #7666 7666#266 - #7666 7666 7666

#>$ Y 7666 #7666 7666

#>$ G'i+e 7666 7666 7666

266 ANC 7666 7666 7666

$#, "Y 7666 #7666 7666

$,, "Y 7666 #7666 7666

DISPLACE)ENTS

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

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

RB#. 7666 D-2. 7666 mm7 DY2. /72>6 mm7DB2. 7?06 mm7 R-2. 7666 RY2. 7666

RB2. 7666

!RC 2?= FLE-I8LE NOBBLES

$ #6 N1le N1+e . $

N1le C1nnectin N1+e . 0666

N1le OD . ##%7$66 mm7

N1le T . 07626 mm7

essel OD . #$

essel Di& ec . 76666 76666 #76666

FLANGES

=6 >6 L1cati1n. 81t )et1+. Pe3

Class;G&a+e. AS)E/266?/#,6/#7#

G;C. #=%70$6 mm7 T;P ta5le ( #. $=7> C

/K 2>,76 l57;s37in7 ( 2. ?$7$ C

/K 20676 l57;s37in7 ( $. #%>7? C

/K 2$676 l57;s37in7 ( %. 26%7, C

/K 26676 l57;s37in7 ( ,. 20676 C/K #=676 l57;s37in7 ( 0. $#,70 C

/K #%676 l57;s37in7 ( =. $%$7% C

/K #2,76 l57;s37in7 ( >. $=#7# C

/K ##676 l57;s37in7 ( ?. $?>7? C

/K ?,76 l57;s37in7 (#6. %207= C

/K >676 l57;s37in7 (##. %,%7, C

/K 0,76 l57;s37in7 (#2. %>27$ C

/K ,676 l57;s37in7 (#$. ,#676 C

/K $,76 l57;s37in7 (#%. ,$=7> C

/K 2676 l57;s37in7

##6 #26 L1cati1n. 81t )et1+. Pe3


15/42



5P! IS!I5Class;G&a+e. AS)E/266?/#,6/#7#

G;C. #$07,$6 mm7 T;P ta5le ( #. $=7> C

/K 2>,76 l57;s37in7 ( 2. ?$7$ C

/K 20676 l57;s37in7 ( $. #%>7? C

/K 2$676 l57;s37in7 ( %. 26%7, C/K 26676 l57;s37in7 ( ,. 20676 C

/K #=676 l57;s37in7 ( 0. $#,70 C

/K #%676 l57;s37in7 ( =. $%$7% C

/K #2,76 l57;s37in7 ( >. $=#7# C

/K ##676 l57;s37in7 ( ?. $?>7? C

/K ?,76 l57;s37in7 (#6. %207= C

/K >676 l57;s37in7 (##. %,%7, C

/K 0,76 l57;s37in7 (#2. %>27$ C

/K ,676 l57;s37in7 (#$. ,#676 C

/K $,76 l57;s37in7 (#%. ,$=7> C

/K 2676 l57;s37in7

#,6 #06 L1cati1n. 81t )et1+. Pe3

G;C. #=%70$6 mm7$$6 $%6 L1cati1n. 81t )et1+. Pe3

G;C. #$07,$6 mm7

INPUT UNITS USED777

UNITS. SATUAN NO);SCH INPUT. ON

LENGTH inces * 2,7%66 . mm7

FORCE p1'n+s * %7%%> . 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 l5s7;s37in7 * #7666 . l57;s37in7

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

PRESSURE psi * #7666 . l57;s37in7

ELASTIC )ODULUS l5s7;s37in7 * #7666 . l57;s37in7

PIPE DENSITY l5s7;c'7in7 * 2=0>67666 . ;c'7m7

INSULATION DENS7 l5s7;c'7in7 * 2=0>67666 . ;c'7m7

FLUID DENSITY l5s7;c'7in7 * 2=0>67666 . ;c'7m7

TRANSL7 STIF l5s7;in7 * #7=,# . N7;cm7

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

UNIFOR) LOAD l57;in7 * #7=,# . N7;cm7

G LOAD s * #7666 . s

!IND LOAD l5s7;s37in7 * 07>?, . JPa

ELEATION inces * 6762, . m7

CO)POUND LENGTH inces * 2,7%66 . mm7

DIA)ETER inces * 2,7%66 . mm7

!ALL THICJNESS inces * 2,7%66 . mm7

SETUP FILE PARA)ETERS

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

CONNECT GEO)ETRY THRU CNODES . YES

)IN ALLO!ED 8END ANGLE . ,766666

)A- ALLO!ED 8END ANGLE . ?,76666

8END LENGTH ATTACH)ENT PERCENT . #766666

)IN ANGLE TO AD4ACENT 8END PT . ,766666

LOOP CLOSURE TOLERANCE . 2,7%666 mm7

THER)AL 8O!ING HORB TOLERANCE . 67#66666E/6$

AUTO NODE NU)8ER INCRE)ENT. #676666


16/42



5P! IS!I5B A-IS UP. NO

USE PRESSURE STIFFENING . DEFAULT

ALPHA TOLERANCE . 67,66666E/6#

RESLD/FORCE . NO

HGR DEF RES!GT STIF . 67#=,#26E"#$ N7;cm7DECO)P SNG TOL . 67#66666E"##

8END A-IAL SHAPE . YES

FRICT STIF . 67#=,#26E"6= N7;cm7

FRICT NOR) FORCE AR . 67#,6666

FRICT ANGLE AR . #,76666

FRICT SLIDE )ULT . #766666

ROD TOLERANCE . #766666

ROD INC . 2766666

INCORE NU)ERICAL CHECJ . NO

OUTCORE NU)ERICAL CHECJ . NO

DEFAULT TRANS RESTRAINT STIFF. 67#=,#26E"#$ N7;cm7

DEFAULT ROT RESTRAINT STIFF. 67##2?>6E"#2 N7m7;+e

IGNORE SPRING HANGER STIFFNESS . NO)ISSING )ASS BPA . E-TRACTED

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

!RC/#6= ERSION . )AR =? #8#;28#

!RC/#6= INTERPOLATION . LAST ALUE

DEFAULT A)8IENT TE)PERATURE. 2#7##%2 C

8OURDON PRESSURE. NONE

COEFFICIENT OF FRICTION ()U . 67666666

INCLUDE SPRG STIF IN HGR OPE . NO

INCLUDE INSULATION IN HYDROTEST . NO

REDUCED INTERSECTION . 8$#7#(POST#?>6

USE !RC$2? NO

NO REDUCED SIF FOR RFT AND !LT NO

8$#7# REDUCED B FI- . YES

CLASS # 8RANCH FLE- NO

ALL STRESS CASES CORRODED . NO

ADD TORSION IN SL STRESS . DEFAULT

ADD F;A IN STRESS . DEFAULT

OCCASIONAL LOAD FACTOR . 67666666

DEFAULT CODE . 8$#7$

8$#7$ SUS CASE SIF FACTOR . #766666

ALLO! USERS 8END SIF . NO

USE SCHNEIDER NO

YIELD CRITERION STRESS . )A- $D SHEAR

USE PD;%T NO

8ASE HOOP STRESS ON . ID

EN#$%>6 USE IN OUTPLANE SIFS. NO

LI8ERAL E-PANSION ALLO!A8LE. YES8$#7$ SEC $#?727$C SA-IAL. DeMa'lt

8$#7$ !ELDING;CONTOUR TEE IS8#07? TRUE

PRESSURE ARIATION IN E-P CASE. DEFAULT

I)PLE)ENT 8$#$ APP/P YES

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

IGNORE 8$#7#;8$#7$ !c FACTOR. YES

USE FRP SIF . YES

USE FRP FLE- . YES

8S =#,? P&ess'&e StiMMenin. Desin St&ain

FRP P&1pe&t Data File. CAESAR7FRP

FRP Em1+ (a*ial . 67$26666E"6= l57;s37in7


17/42



5P! IS!I5FRP Rati1 Gm1+;Em1+ (a*ial . 672,6666

FRP Ea;E;a . 67#,2=$6

FRP Laminate Tpe . THREE

FRP Alpa . 2#7,?>$ C

FRP Densit . #0067>6 ;c'7m7E-CLUDE M2 FRO) UJOOA 8ENDING . NO

E-ECUTION CONTROL PARA)ETERS

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

81'&+1n Opti1n 7777777777777 7666

L11p Cl1s'&e Fla 7777777777 7666

Te&mal 819in Delta Temp 77 7666 C

Li5e&al All19a5le Fla 77777 #7666

UniM1&m L1a+ Opti1n 77777777 7666

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

Plastic (FRP Alpa 77777777 2#7,?>

Plastic (FRP G)OD;E)ODa 777 72,6

Plastic (FRP Laminate Tpe7 $7666

E3n Optimie& 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 B

$ 7666 7666 7666

#6 7666 /#,67666 7666

26 7666 /2207266 7666

$6 7666 /,=?7666 7666

$, %,27%66 /,=?7666 7666

%6 ?6,7666 /,=?7666 7666

%$ ?6,7666 /,=?7666 2%=7666

,6 ?6,7666 /,=?7666 %6=7666

06 ?6,7666 /,=?7666 ,##7>66

=6 ?6,7666 /,=?7666 ,>>7666

>6 ?6,7666 /,=?7666 >#=7666

>, ?6,7666 /,=?7666 >?$7266

#$66 ?6,7666 /,=?7666 ?%$7266?6 ?6,7666 /,=?7666 #6%$7266

#66 ?6,7666 /,=?7666 ##%%7#,6

##6 ?6,7666 /,=?7666 #2#%7666

#26 ?6,7666 /,=?7666 #%,07666

#$6 ?6,7666 /,=?7666 #,2,7>,6

#%6 ?6,7666 /,=?7666 #0207>66

#266 ?6,7666 /,=?7666 #=207>66

#%, ?6,7666 /,=?7666 #==07>66

#,6 ?6,7666 /,=?7666 #>,$7666

#06 ?6,7666 /,=?7666 26>27666

#=6 ?6,7666 /,=?7666 2#,>7266


18/42



5P! IS!I5#>6 ?6,7666 /,=?7666 220$7666

##66 06,7666 /,=?7666 220$7666

$06 2?27666 /,=?7666 220$7666

$,, 2?27666 /,=?7666 #>227>,6

#>6 ?6,7666 /,=?7666 220$7666#>$ ?6,7666 /,=?7666 2%0$7666

#>, ?6,7666 /,=?7666 2,??7>66

#?6 ?6,7666 /,=?7666 20=07666

266 ?6,7666 /,=?7666 2=,27266

,6 ?6,7666 /,=?7666 %6=7666

066 06,7666 /,=?7666 %6=7666

$#6 2?27666 /,=?7666 %6=7666

$#, 2?27666 /,=?7666 >%=7#,6

$26 2?27666 /,=?7666 ##%=7#,6

$$6 2?27666 /,=?7666 #2#=7666

$%6 2?27666 /,=?7666 #%,?7666

$,6 2?27666 /,=?7666 #,2>7>,6

$,6 2?27666 /,=?7666 #,227>,6$,, 2?27666 /,=?7666 #>227>,6


19/42


i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3tDISPACE-E5!S REP'R!: 5%dal -%e"e+tCASE 2 ('PE) 9D1!1P1

5%de D; "". D< "". D= "". R; de>. R< de>. R= de>

# 0.000 0.86 2.000 0.016 0.0000 0.0#0

10 0.267 0.686 1.06 0.04#4 0.040 0.102

20 0.40# 0.7#7 1.848 0.04#6 0.0411 0.1026

28 0.76# 0.870 1.662 0.02 0.02 0.0#4

2 0.8 0.81 1.42 0.068 0.1#8# 0.024#

#0 0.782 0.76 1.01 0.0800 0.2178 0.046

# 0.8 0.607 0.181 0.026 0.2## 0.072

#8 0.#87 0.166 1.420 0.02# 0.218 0.081

# 0.12 0.0#8 1.726 0.0168 0.124# 0.0677

40 0.0#1 0.002 1.72 0.0021 0.0278 0.07

4# 0.000 0.000 1.66# 0.000# 0.0168 0.012

0 0.024 0.001 1.7 0.0004 0.00#4 0.0#6 60 0.02# 0.000 1.488 0.0001 0.0027 0.0##4

70 0.01 0.000 1.4#7 0.0001 0.0028 0.0###

80 0.007 0.000 1.284 0.0001 0.002 0.0##1

8 0.00# 0.000 1.2## 0.0001 0.002 0.0##1

0 0.00# 0.001 1.1#4 0.000 0.001# 0.0281

100 0.004 0.002 1.068 0.0000 0.0002 0.0228

110 0.00# 0.00# 1.021 0.0000 0.000# 0.0227

120 0.002 0.002 0.860 0.0001 0.000# 0.022#

1#0 0.002 0.002 0.81# 0.0001 0.000# 0.0222

140 0.001 0.001 0.747 0.0004 0.0004 0.016

14 0.000 0.000 0.648 0.0001 0.0000 0.011

10 0.000 0.001 0.7 0.0001 0.0000 0.0118

160 0.000 0.001 0.444 0.0001 0.0000 0.0116 170 0.000 0.001 0.## 0.0001 0.0000 0.011

180 0.000 0.001 0.#24 0.0000 0.0002 0.0081

18# 0.000 0.000 0.12 0.0001 0.0000 0.00##

18 0.000 0.000 0.102 0.0000 0.0000 0.0001

10 0.000 0.000 0.01 0.0000 0.0000 0.0000

200 0.000 0.000 0.000 0.0000 0.0000 0.0000

#08 0.#10 0.147 1.4 0.0142 0.000 0.006

#0 0.#6 0.1# 1.28 0.018# 0.0012 0.0006

#10 0.#8 0.108 1.474 0.021# 0.0014 0.001

#1 0.#7 0.000 1.26 0.0116 0.001# 0.001

#20 0.40# 0.01 1.0 0.0011 0.0010 0.0011

##0 0.404 0.018 1.00 0.0011 0.0010 0.0011

#40 0.408 0.01# 0.847 0.0012 0.0010 0.0011 #0 0.410 0.012 0.800 0.0012 0.0010 0.0011

# 0.41# 0.000 0. 0.00# 0.0004 0.0007

#8 0.##4 0.040 0.#08 0.00# 0.002# 0.0021

# 0.#8 0.0# 0.#27 0.0046 0.0017 0.000#

#60 0.41# 0.0#1 0.#81 0.008 0.000 0.000#

600 0.177 0.11 1.48 0.0087 0.000 0.01#0

1100 0.201 0.0#0 0.#16 0.0021 0.0021 0.00#7

1200 0.000 0.000 0.681 0.0001 0.0002 0.01#

1#00 0.000 0.000 1.200 0.0002 0.002 0.0#14

6000 0.000 0.60# 2.000 0.0000 0.0000 0.0000


20/42


i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3tDISPACE-E5!S REP'R!: 5%dal -%e"e+tCASE # ('PE) 9D2!2P1

5%de D; "". D< "". D= "". R; de>. R< de>. R= de>

# 0.000 0.27# 0.60 0.004 0.0000 0.0446

10 0.128 0.#21 0.1 0.0208 0.01 0.041

20 0.1# 0.#4 0.887 0.020 0.017 0.042

28 0.#66 0.40 0.78 0.022 0.047 0.044

2 0.411 0.46# 0.67 0.0##0 0.0664 0.0121

#0 0.#76 0.462 0.0 0.0#8# 0.104 0.02

# 0.281 0.288 0.087 0.022 0.114 0.0#74

#8 0.186 0.07 0.682 0.0121 0.106 0.0#87

# 0.0# 0.018 0.82 0.0080 0.08 0.0#2#

40 0.01 0.001 0.828 0.0011 0.01#4 0.028

4# 0.000 0.000 0.78 0.000# 0.0081 0.0244

0 0.012 0.000 0.748 0.0001 0.0017 0.0176 60 0.011 0.001 0.714 0.0000 0.001# 0.01

70 0.00 0.001 0.60 0.0000 0.001# 0.01

80 0.004 0.000 0.616 0.0001 0.0014 0.018

8 0.002 0.000 0.2 0.0001 0.0014 0.018

0 0.001 0.001 0.4 0.0004 0.0006 0.01#4

100 0.002 0.002 0.1# 0.0001 0.0001 0.010

110 0.002 0.002 0.40 0.0000 0.0001 0.0108

120 0.001 0.002 0.41# 0.0001 0.0002 0.0106

1#0 0.001 0.002 0.#0 0.0001 0.0002 0.010

140 0.000 0.001 0.#8 0.000# 0.0002 0.0080

14 0.000 0.000 0.#11 0.0002 0.0000 0.006

10 0.000 0.001 0.287 0.0002 0.0000 0.006

160 0.000 0.001 0.21# 0.0002 0.0000 0.00 170 0.000 0.002 0.188 0.0002 0.0000 0.00

180 0.000 0.001 0.1 0.0001 0.0001 0.00#8

18# 0.000 0.000 0.02 0.0002 0.0000 0.0016

18 0.000 0.000 0.04 0.0000 0.0000 0.0000

10 0.000 0.000 0.024 0.0000 0.0000 0.0000

200 0.000 0.000 0.000 0.0000 0.0000 0.0000

#08 0.14 0.06 0.744 0.0067 0.0002 0.002#

#0 0.17 0.06 0.7## 0.0087 0.0006 0.0008

#10 0.187 0.00 0.708 0.0100 0.0007 0.0014

#1 0.10 0.000 0.60# 0.0047 0.0006 0.0012

#20 0.1# 0.00 0.07 0.0006 0.000 0.0010

##0 0.14 0.004 0.484 0.0006 0.000 0.0010

#40 0.16 0.001 0.406 0.000 0.000 0.0010 #0 0.17 0.001 0.#84 0.000 0.000 0.0010

# 0.18 0.000 0.287 0.0011 0.0002 0.000

#8 0.160 0.018 0.148 0.0016 0.0011 0.0006

# 0.187 0.017 0.17 0.0022 0.0008 0.0004

#60 0.18 0.01# 0.18# 0.0026 0.0002 0.0007

600 0.08 0.07 0.74# 0.0041 0.0002 0.00

1100 0.06 0.01 0.12 0.000 0.0010 0.001

1200 0.000 0.000 0.#27 0.0000 0.0001 0.0064

1#00 0.000 0.000 0.76 0.0001 0.0012 0.010

6000 0.000 0.280 0.60 0.0000 0.0000 0.0000


21/42


i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3tDISPACE-E5!S REP'R!: 5%dal -%e"e+tCASE 4 (SS) 9P1

5%de D; "". D< "". D= "". R; de>. R< de>. R= de>

# 0.000 0.002 0.000 0.0000 0.0000 0.0001

10 0.000 0.002 0.000 0.0001 0.0000 0.0000

20 0.000 0.002 0.000 0.0001 0.0000 0.0000

28 0.000 0.002 0.000 0.0001 0.0000 0.0000

2 0.000 0.002 0.001 0.0002 0.0000 0.000#

#0 0.000 0.00# 0.001 0.0002 0.0000 0.000#

# 0.000 0.004 0.001 0.000# 0.0001 0.0001

#8 0.000 0.002 0.000 0.0004 0.0001 0.0004

# 0.000 0.001 0.000 0.0004 0.0001 0.0006

40 0.000 0.000 0.000 0.0000 0.0001 0.0004

4# 0.000 0.000 0.000 0.0002 0.0000 0.000#

0 0.000 0.001 0.000 0.0002 0.0000 0.0002 60 0.000 0.002 0.000 0.0001 0.0000 0.0002

70 0.000 0.001 0.000 0.0001 0.0000 0.0002

80 0.000 0.001 0.000 0.0002 0.0000 0.0002

8 0.000 0.000 0.000 0.0002 0.0000 0.0002

0 0.000 0.001 0.000 0.000# 0.0000 0.0001

100 0.000 0.002 0.000 0.0001 0.0000 0.0001

110 0.000 0.002 0.000 0.0000 0.0000 0.0001

120 0.000 0.002 0.000 0.0001 0.0000 0.0001

1#0 0.000 0.002 0.000 0.0001 0.0000 0.0001

140 0.000 0.001 0.000 0.000# 0.0000 0.0000

14 0.000 0.001 0.000 0.0002 0.0000 0.0000

10 0.000 0.001 0.000 0.0002 0.0000 0.0000

160 0.000 0.002 0.000 0.0002 0.0000 0.0000 170 0.000 0.002 0.000 0.0002 0.0000 0.0000

180 0.000 0.002 0.000 0.0002 0.0000 0.0000

18# 0.000 0.000 0.000 0.0002 0.0000 0.0000

18 0.000 0.000 0.000 0.0000 0.0000 0.0000

10 0.000 0.000 0.000 0.0000 0.0000 0.0000

200 0.000 0.000 0.000 0.0000 0.0000 0.0000

#08 0.000 0.001 0.000 0.0000 0.0000 0.0007

#0 0.000 0.002 0.000 0.0001 0.0000 0.0010

#10 0.000 0.00# 0.000 0.0001 0.0000 0.0010

#1 0.000 0.000 0.000 0.0014 0.0000 0.0010

#20 0.000 0.00 0.000 0.0001 0.0000 0.0010

##0 0.000 0.00 0.000 0.0001 0.0000 0.0010

#40 0.000 0.00 0.000 0.0001 0.0000 0.0010 #0 0.000 0.00 0.000 0.0001 0.0000 0.0010

# 0.000 0.000 0.000 0.0014 0.0000 0.0010

#8 0.000 0.001 0.000 0.0001 0.0000 0.0008

# 0.000 0.00# 0.000 0.0000 0.0000 0.0010

#60 0.000 0.00# 0.000 0.0002 0.0000 0.0010

600 0.000 0.001 0.000 0.0001 0.0000 0.000#

1100 0.000 0.001 0.000 0.0001 0.0000 0.0004

1200 0.000 0.000 0.000 0.0000 0.0000 0.0000

1#00 0.000 0.000 0.000 0.0000 0.0000 0.0002

6000 0.000 0.000 0.000 0.0000 0.0000 0.0000


22/42


i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3tRES!RAI5! S--AR< REP'R!: %ad '+ Retrai+tVari%u %ad Cae

LOAD CASE DEFINITION JEY

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

CASE $ (OPE !"D2"T2"P#

5%de %ad Cae ?; 5. ?< 5. ?= 5. -; 5.". -< 5.". -= 5.".

# ?le3 idRid =@

?le3 R=@Ri>id ;@ ?le3

R;

2('PE) 46# 2#7 4860 2060 22# 1024

#('PE) 2206 87 2##1 88 107# 41

-A; 46#2 2#72 48602 20602 22#2 10242

4# Ri>id idI

2('PE) #0 2#1 0 0 0 0

#('PE) 1442 14#6 0 0 0 0

-A; #02 2#12

18# Ri>id idI

2('PE) 114 ##4 0 0 0 0

#('PE) #4 0 0 0 0

-A; 1142 #4#

200 Ri>id A5C

2('PE) 8 4860 7 0 16

#('PE) 2 2##1 0 #

-A; 2 82 48602 72 02 162

#1 Ri>id id id ;@Ri>id id ;@Ri>id


23/42


i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3tRES!RAI5! S--AR< REP'R!: %ad '+ Retrai+tVari%u %ad Cae

5%de %ad Cae ?; 5. ?< 5. ?= 5. -; 5.". -< 5.". -= 5.".

2('PE) 178 882 0 0 0 0

#('PE) 86# # 0 0 0 0

-A; 1782 ##

6000 Dil.Rea*ti%+

2('PE) 46# 2#7 4860 2060 22# 1024

#('PE) 2206 87 2##1 88 107# 41

-A; 46#2 2#72 48602 20602 22#2 10242


24/42


i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3tS!RESSES E;!E5DED REP'R!: Stree %+ Ele"e+tCASE 4 (SS) 9P1

Pipin C1+e: 8$#7$ . 8$#7$ /26#2< 4an #6< 26#$

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

Hiest St&esses: (l57;s37in7

Rati1 (: ?7$ N1+e $,6

C1+e St&ess: #>0%72 All19a5le St&ess: 2666676

A*ial St&ess: #2,>7, N1+e $

8en+in St&ess: =#07? N1+e $,6

T1&si1n St&ess: #07# N1+e %6

H11p St&ess: 2,6?7, N1+e #6

)a* St&ess Intensit: 2=2#70 N1+e ,6

5%de

A3ialStre

l&..i+.

Be+di+>Stre

l&..i+.

!%ri%+Stre

l&..i+.

%%Stre

l&..i+.

-a3Stre

I+te+it/

l&..i+.

SI?I+de3 I+

Pla+e

SI?I+de3 'utPla+e

C%deStre

l&..i+.

All%a&le Strel&..i+.

Rati%

Pii+>

C%de

# 128. 11.4 2.0 20. 2721.4 1.000 1.000 1270.0 20000.0 6.# B#1.#

10 124.0 14.1 2.0 20. 2721.4 1.000 1.000 1268.0 20000.0 6.# B#1.#

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

20 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

20 124#. 18.# 2.0 20. 2721.4 1.000 1.000 1261.8 20000.0 6.# B#1.#

28 12#7.4 #1. 2.0 20. 2721.4 1.000 1.000 126.4 20000.0 6.# B#1.#

28 12#7.4 60.8 2.0 20. 2721.4 1.#8 1.61 128.2 20000.0 6. B#1.#

2 12#1.4 2.6 .# 20. 2721.4 1.#8 1.61 1261.1 20000.0 6.# B#1.#

2 12#1.4 2.6 .# 20. 2721.4 1.#8 1.61 1261.1 20000.0 6.# B#1.#

#0 1222.8 1.1 . 20. 2721.4 1.#8 1.61 127#. 20000.0 6.4 B#1.#

#0 1222.8 26. . 20. 2721.4 1.000 1.000 124.# 20000.0 6.2 B#1.#

# 1222.8 80.0 . 20. 2721.4 1.000 1.000 1#02.8 20000.0 6. B#1.#

# 1222.8 80.0 . 20. 2721.4 1.000 1.000 1#02.8 20000.0 6. B#1.##8 1222.8 #2.7 . 20. 2721.4 1.000 1.000 12. 20000.0 6.# B#1.#

#8 1222.8 2. . 20. 2721.4 1.#8 1.61 127.8 20000.0 6.4 B#1.#

# 1222.2 1.7 0.7 20. 2721.4 1.#8 1.61 1241. 20000.0 6.2 B#1.#

# 1222.2 1.7 0.7 20. 2721.4 1.#8 1.61 1241. 20000.0 6.2 B#1.#

40 1220.7 10. 16.1 20. 2721.6 1.#8 1.61 1#27.0 20000.0 6.6 B#1.#

40 1220.7 6.4 16.1 20. 2721.6 1.000 1.000 1286. 20000.0 6.4 B#1.#

4# 1220.7 127.2 16.1 20. 2721.6 1.000 1.000 1#48.# 20000.0 6.7 B#1.#


25/42



5%de

A3ialStre

l&..i+.

Be+di+>Stre

l&..i+.

!%ri%+Stre

l&..i+.

%%Stre

l&..i+.

-a3Stre

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l&..i+.

SI?I+de3 I+

Pla+e

SI?I+de3 'utPla+e

C%deStre

l&..i+.


Rati%

Pii+>

C%de

4# 1220.7 127.2 16.1 20. 2721.6 1.000 1.000 1#48.# 20000.0 6.7 B#1.#

0 1220.7 160.8 16.1 20. 2721.6 1.##7 1.40 1#81.8 20000.0 6. B#1.#

0 1220.7 12. 4. 20. 2721.4 1.##7 1.40 1#7#.# 20000.0 6. B#1.#

60 1220.7 224.0 4. 20. 2721.4 1.000 1.000 1444.8 20000.0 7.2 B#1.#

60 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

70 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

70 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

80 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

80 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

8 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

8 1220.7 1#7.1 4. 20. 2721.4 1.000 1.000 1#7. 20000.0 6.8 B#1.#

1#00

1220.7 287.0 4. 20. 2721.4 1.000 1.000 107.8 20000.0 7. B#1.#

1#0

0

1220.7 287.0 4. 20. 2721.4 1.000 1.000 107.8 20000.0 7. B#1.#

0 1220.7 4.6 4. 20. 2721.4 1.000 1.000 1266.# 20000.0 6.# B#1.#

0 1220.7 4.6 4. 20. 2721.4 1.000 1.000 1266.# 20000.0 6.# B#1.#

100 1147. #78.2 10.0 2#62.8 274. 1.000 1.000 12.8 20000.0 7.6 B#1.#

100 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

110 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

110 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

120 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

120 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

1#0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

1#0 1147. #62.4 10.0 2#62.8 274. 1.000 1.000 110.0 20000.0 7.6 B#1.#

140 1220.7 7. 4. 20. 2721.4 1.000 1.000 1278.2 20000.0 6.4 B#1.#

140 1220.7 7. 4. 20. 2721.4 1.000 1.000 1278.2 20000.0 6.4 B#1.#

1200

1220.7 #0#.0 4. 20. 2721.4 1.000 1.000 12#.8 20000.0 7.6 B#1.#

1200

1220.7 #0#.0 4. 20. 2721.4 1.000 1.000 12#.8 20000.0 7.6 B#1.#


26/42



5%de

A3ialStre

l&..i+.

Be+di+>Stre

l&..i+.

!%ri%+Stre

l&..i+.

%%Stre

l&..i+.

-a3Stre

I+te+it/

l&..i+.

SI?I+de3 I+

Pla+e

SI?I+de3 'utPla+e

C%deStre

l&..i+.


Rati%

Pii+>

C%de

14 1220.7 148.0 4. 20. 2721.4 1.000 1.000 1#68.8 20000.0 6.8 B#1.#

14 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

160 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

160 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

170 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

170 1220.7 21.8 4. 20. 2721.4 1.000 1.000 1472.6 20000.0 7.4 B#1.#

180 1220.7 207. 4. 20. 2721.4 1.##7 1.40 1428.7 20000.0 7.1 B#1.#

180 1147.4 2.6 #. 2#62.8 274.8 1.##7 1.40 1177.0 20000.0 . B#1.#

1100

1147.4 8#. 4.0 2#62.8 274.8 1.000 1.000 12#0. 20000.0 6.2 B#1.#

1100

1147.4 8#. 4.0 2#62.8 274.8 1.000 1.000 12#0. 20000.0 6.2 B#1.#

#8 1147.4 48.2 4.0 2#62.8 274.8 1.000 1.000 11.6 20000.0 6.0 B#1.#

#8 1147.4 71.0 4.0 2#62.8 274.8 1.768 1.474 1218. 20000.0 6.1 B#1.#

# 1147.4 11.1 7. 2#62.8 274. 1.768 1.474 118.6 20000.0 .8 B#1.#

# 1147.4 11.1 7. 2#62.8 274. 1.768 1.474 118.6 20000.0 .8 B#1.#

#60 1147.4 72.4 0.# 2#62.8 274.8 1.768 1.474 121.8 20000.0 6.1 B#1.#

#60 1147.4 4.1 0.# 2#62.8 274.8 1.000 1.000 116. 20000.0 6.0 B#1.#

# 1147.4 #24.6 0.# 2#62.8 274.8 1.000 1.000 1472.0 20000.0 7.4 B#1.#

180 1220.7 21#.7 0. 20. 2721.4 1.##7 1.40 14#4.4 20000.0 7.2 B#1.#

18# 1220.7 1#. 0. 20. 2721.4 1.000 1.000 1#6.6 20000.0 6.8 B#1.#

18# 1220.7 1#. 0. 20. 2721.4 1.000 1.000 1#6.6 20000.0 6.8 B#1.#18 1220.7 4.0 0. 20. 2721.4 1.000 1.000 126.7 20000.0 6.# B#1.#

18 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

200 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

0 1147.4 6.# 4. 2#62.8 274.8 1.##7 1.40 120#.8 20000.0 6.0 B#1.#

600 1147.4 .0 .7 2#62.8 274. 1.000 1.000 1242. 20000.0 6.2 B#1.#


27/42



5%de

A3ialStre

l&..i+.

Be+di+>Stre

l&..i+.

!%ri%+Stre

l&..i+.

%%Stre

l&..i+.

-a3Stre

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SI?I+de3 I+

Pla+e

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C%deStre

l&..i+.


Rati%

Pii+>

C%de

600 1147.4 .0 .7 2#62.8 274. 1.000 1.000 1242. 20000.0 6.2 B#1.#

#08 1147.4 #.1 .7 2#62.8 274. 1.000 1.000 1200.6 20000.0 6.0 B#1.#

#08 1147.4 78.2 .7 2#62.8 274. 1.768 1.474 122.7 20000.0 6.1 B#1.#

#0 1147.4 1.6 7. 2#62.8 274. 1.768 1.474 116#.1 20000.0 .8 B#1.#

#0 1147.4 1.6 7. 2#62.8 274. 1.768 1.474 116#.1 20000.0 .8 B#1.#

#10 1147.4 7#.2 0.# 2#62.8 274.8 1.768 1.474 1220.6 20000.0 6.1 B#1.#

#10 1147.4 4.7 0.# 2#62.8 274.8 1.000 1.000 117.0 20000.0 6.0 B#1.#

#1 1147.4 ##6.0 0.# 2#62.8 274.8 1.000 1.000 148#.4 20000.0 7.4 B#1.#

#1 1147.4 ##6.0 0.# 2#62.8 274.8 1.000 1.000 148#.4 20000.0 7.4 B#1.#

#20 1147.4 712.4 0.# 2#62.8 274.8 1.000 1.000 18.8 20000.0 .# B#1.#

#20 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

##0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

##0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

#40 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

#40 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

#0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

#0 1147.4 716. 0.# 2#62.8 274.8 1.000 1.000 1864.2 20000.0 .# B#1.#

# 1147.4 #24.6 0.# 2#62.8 274.8 1.000 1.000 1472.0 20000.0 7.4 B#1.#


28/42


i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3tS!RESS S--AR< REP'R!: i>Fet Stree -i+i State"e+tCASE 4 (SS) 9P1


CASE % (SUS !"P#

Pipin C1+e: 8$#7$ . 8$#7$ /26#2< 4an #6< 26#$

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

Hiest St&esses: (l57;s37in7 LOADCASE % (SUS !"P#

Rati1 (: ?7$ N1+e $,6

C1+e St&ess: #>0%72 All19a5le St&ess: 2666676

A*ial St&ess: #2,>7, N1+e $

8en+in St&ess: =#07? N1+e $,6

T1&si1n St&ess: #07# N1+e %6H11p St&ess: 2,6?7, N1+e #6

)a* St&ess Intensit: 2=2#70 N1+e ,6


29/42


i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3tS!RESSES E;!E5DED REP'R!: Stree %+ Ele"e+tCASE (E;P) G24

Pipin C1+e: 8$#7$ . 8$#7$ /26#2< 4an #6< 26#$

CODE STRESS CHECJ PASSED : LOADCASE , (E-P L,.L2/L%


Rati1 (: 267% N1+e 2?

C1+e St&ess: #62627? All19a5le St&ess: ,666676

A*ial St&ess: %>67? N1+e #66

8en+in St&ess: ?%0%7% N1+e $6

T1&si1n St&ess: $6=07# N1+e #6

H11p St&ess: 676 N1+e #6

)a* St&ess Intensit: #>#=?70 N1+e $6

5%de

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# 188.0 6#40. #076.1 0.0 1#18. 1.000 1.000 870. 0000.0 17. B#1.#

10 188.0 #780.6 #076.1 0.0 6.2 1.000 1.000 7#21.2 0000.0 14.6 B#1.#

10 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

20 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

20 188.0 26#.# #076.1 0.0 8087.2 1.000 1.000 6776.7 0000.0 1#.6 B#1.#

28 188.0 2642.0 #076.1 0.0 807#.8 1.000 1.000 6772.0 0000.0 1#. B#1.#

28 188.0 11. #076.1 0.0 1162.# 1.#8 1.61 812. 0000.0 16.# B#1.#

2 #6.8 84. 2484.# 0.0 1717.0 1.#8 1.61 10202. 0000.0 20.4 B#1.#

2 #6.8 84. 2484.# 0.0 1717.0 1.#8 1.61 10202. 0000.0 20.4 B#1.#

#0 #2.4 464.4 10#4.4 0.0 1817.6 1.#8 1.61 1000. 0000.0 20.0 B#1.#

#0 #2.4 #87.1 10#4.4 0.0 1076.6 1.000 1.000 607.# 0000.0 12.2 B#1.#

# #2.4 120.2 10#4.4 0.0 #6.7 1.000 1.000 2627.4 0000.0 .# B#1.#

# #2.4 120.2 10#4.4 0.0 #6.7 1.000 1.000 2627.4 0000.0 .# B#1.##8 #2.4 4022.6 10#4.4 0.0 8#0.7 1.000 1.000 4818.7 0000.0 .6 B#1.#

#8 #2.4 77#4.6 10#4.4 0.0 1020.2 1.#8 1.61 8#2.1 0000.0 16.7 B#1.#

# 476.# 281.6 121. 0.0 1817#.1 1.#8 1.61 1006.1 0000.0 20.1 B#1.#

# 476.# 281.6 121. 0.0 1817#.1 1.#8 1.61 1006.1 0000.0 20.1 B#1.#

40 #44.2 716.7 1010.8 0.0 1#74.7 1.#8 1.61 804.7 0000.0 17.0 B#1.#

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60 ##7.7 102.1 #7.0 0.0 #01.4 1.000 1.000 186.8 0000.0 4.0 B#1.#

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70 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

70 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

80 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

80 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

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110 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

110 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

120 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

120 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

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31/42



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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 B#1.#

160 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

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18# #44.2 28.4 270.1 0.0 00.2 1.000 1.000 66.# 0000.0 1.# B#1.#

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18 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

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600 0.8 120.4 242.7 0.0 248.8 1.000 1.000 1#04.0 0000.0 2.6 B#1.#


32/42



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


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60 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

70 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0 0.0 0.0 B#1.#

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36/42



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37/42


i*e+ed !%:: SP-: Edit *%"a+/ +a"e i+ /te"*%"a+/.t3tC'DE C'-PIA5CE REP'R!: C%de Stree %+ Ele"e+tVari%u %ad Cae


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

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CODE CO)PLIANCE EALUATION PASSED


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

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6(E;P) 1#7. 0000.0 #.7 0000.0 B#1.#

(E;P) 60 0.0 0.0 70 0.0 0.0 B#1.#

6(E;P) 0.0 0.0 0.0 0.0 B#1.#

(E;P) 70 0.0 0.0 80 0.0 0.0 B#1.#

6(E;P) 0.0 0.0 0.0 0.0 B#1.#

(E;P) 80 0.0 0.0 8 0.0 0.0 B#1.#

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(E;P) 8 88.0 0000.0 1#00 10##.4 0000.0 B#1.#

6(E;P) 427.# 0000.0 4#.0 0000.0 B#1.#

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6(E;P) 4#.0 0000.0 47#.8 0000.0 B#1.#

(E;P) 0 #. 0000.0 100 164.# 0000.0 B#1.#

6(E;P) 47#.8 0000.0 806.4 0000.0 B#1.#

(E;P) 100 0.0 0.0 110 0.0 0.0 B#1.#

6(E;P) 0.0 0.0 0.0 0.0 B#1.#

(E;P) 110 0.0 0.0 120 0.0 0.0 B#1.#

6(E;P) 0.0 0.0 0.0 0.0 B#1.#

(E;P) 120 0.0 0.0 1#0 0.0 0.0 B#1.#

6(E;P) 0.0 0.0 0.0 0.0 B#1.#

(E;P) 1#0 14.1 0000.0 140 8#.2 0000.0 B#1.#

6(E;P) 711. 0000.0 #6.7 0000.0 B#1.#

(E;P) 140 8#.2 0000.0 1200 862.# 0000.0 B#1.#6(E;P) #6.7 0000.0 40. 0000.0 B#1.#

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6(E;P) 40. 0000.0 406.6 0000.0 B#1.#

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6(E;P) 0.0 0.0 0.0 0.0 B#1.#


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(E;P) 160 0.0 0.0 170 0.0 0.0 B#1.#

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6(E;P) 121.2 0000.0 72. 0000.0 B#1.#

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(E;P) # 11.8 0000.0 #60 1.0 0000.0 B#1.#

6(E;P) 1.4 0000.0 74.# 0000.0 B#1.#

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