sk 026a r2 static output

C A E S A R I I VERS 4.50 JUL 11,2005 10:58:56

Jobname: D:\DE RUYTER\CII\26\SK-026A-R2

Licensed To: IV GROEP B.V. ID: 18380

Job Description:

PROJECT : De RUYTER PLATFORM

CLIENT : PETRO-CANADA

ANALYST : HvdW

SYSTEM No: SK-026

_______________________________________________________________________

LINE No. HP Flare 16"-BD-410-200/224-A42 TO HP FLARE KO DRUM 410-VA-01

NOZZ. N1

_______________________________________________________________________

Calculations:

- SK-026A-R2 : Design conditions

- SK-026B1-R2 : Blast loads

_______________________________________________________________________

Notes: - HP FLARE KO DRUM 410-VA-01 NOZZ. N1 and Lines

16"-BD-410-200-A41-V; 8"-BD-410-223-A42-V are blast critical.

- Blast loads are applied to complete model

- Deck deflections are applied for EL+18000(down)and EL+26000

(up).




PIPE DATA

-----------------------------------------------------------------------------

-----------------------------------------------------------------------------

From 10 410VA01N1 To 15 DZ= 100.000 mm.

PIPE

Dia= 406.400 mm. Wall= 7.925 mm. Insul= .000 mm. Cor= 3.0000 mm.

GENERAL

T1= 140 C T2= -46 C P1= 15.0000 bars PHyd= 22.5000 bars

Mat= (177)A333 6 E= 203,212 MPa v = .292 Density= 7,833.4399 Kg/cu.m

Fluid= 9.9955549 Kg/cu.m

RESTRAINTS

Node 10 ANC Cnode 1020

WIND

Wind Shape= .700

ALLOWABLE STRESSES

B31.3 (2002) Sc= 138 MPa Sh1= 138 MPa Sh3= 138 MPa Sh4= 138 MPa

Sh5= 138 MPa Sh6= 138 MPa Sh7= 138 MPa Sh8= 138 MPa Sh9= 138 MPa

-----------------------------------------------------------------------------

From 15 To 20 DZ= 129.000 mm.

RIGID Weight= 650.00 N.

-----------------------------------------------------------------------------

From 21 To 30 DZ= 151.000 mm.

RIGID Weight= 810.00 N.

RESTRAINTS

Node 21 ANC Cnode 20

-----------------------------------------------------------------------------

From 30 To 50 DZ= 610.000 mm.

SINGLE FLANGED BEND at "TO" end

Radius= 609.600 mm. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 49

-----------------------------------------------------------------------------

From 50 To 60 DX= -914.000 mm.

SIF's & TEE's

Node 60 Welding Tee

-----------------------------------------------------------------------------

From 60 To 70 DX= -1,139.000 mm.

SINGLE FLANGED BEND at "TO" end


Angle/Node @2= .00 68

-----------------------------------------------------------------------------

From 70 To 110 DZ= 1,955.000 mm.

RESTRAINTS

Node 110 Y Cnode 111 Mu = .40

SIF's & TEE's

Node 110 Welding Tee

ALLOWABLE STRESSES



-----------------------------------------------------------------------------

From 111 To 112 DY= -178.000 mm.

RIGID Weight= .00 N.

RESTRAINTS

Node 111 X

Node 111 Z

Node 111 RX

Node 111 RZ

HANGERS

Hanger Node = 112 Hanger Table = 0.0 Available Space = -500.0000 mm.

Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1

User Operating Load = .00 N. Free Node = 0 Free Node = 0

Free Code = 0.0 Spring Rate = 158.00 N./mm.

Theoretical Cold Load = 12,000.00 N.

-----------------------------------------------------------------------------

From 110 To 120 DZ= 908.000 mm.

GENERAL

T1= 140 C T2= -46 C

BEND at "TO" end



SIF's & TEE's


ALLOWABLE STRESSES



-----------------------------------------------------------------------------

From 120 To 130 DY= 1,220.000 mm.

BEND at "TO" end


-----------------------------------------------------------------------------

From 130 To 145 DX= 3,560.000 mm.

RESTRAINTS

Node 145 +Y Mu = .40

Node 145 X Mu = .40

Node 145 Z Mu = .40

-----------------------------------------------------------------------------

From 145 To 147 DX= 555.000 mm.

SIF's & TEE's


-----------------------------------------------------------------------------

From 147 To 150 DX= 610.000 mm.




PIPE DATA

-----------------------------------------------------------------------------

From 150 To 165 DX= 2,897.000 mm.

RESTRAINTS

Node 165 Y Mu = .40

Node 165 Z Mu = .40

-----------------------------------------------------------------------------

From 165 To 180 DX= 4,000.000 mm.

RESTRAINTS

Node 180 Y Mu = .40

Node 180 Z Mu = .40

-----------------------------------------------------------------------------

From 180 To 210 DX= 3,472.000 mm.

RESTRAINTS

Node 210 Y Mu = .40

Node 210 Z Mu = .40

-----------------------------------------------------------------------------

From 210 To 220 DX= 1,030.000 mm.

-----------------------------------------------------------------------------

From 220 To 235 DX= 2,996.000 mm.

RESTRAINTS

Node 235 Y Mu = .40

Node 235 Z Mu = .40

-----------------------------------------------------------------------------

From 235 To 245 DX= 725.000 mm.

-----------------------------------------------------------------------------

From 110 To 275 DY= 5,700.000 mm.

PIPE

Dia= 323.850 mm. Wall= 6.350 mm. Insul= .000 mm. Cor= 3.0000 mm.

GENERAL

T1= 140 C T2= -11 C PHyd= 22.5000 bars Fluid= 9.9955492 Kg/cu.m

RESTRAINTS

Node 275 Guide Mu = .40

ALLOWABLE STRESSES



Sh9= 138 MPa

-----------------------------------------------------------------------------

From 275 To 280 DY= 2,135.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 280 To 285 DX= -1,800.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 285 To 290 DZ= -1,292.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 290 To 295 DY= 1,500.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 295 To 300 DX= 1,355.000 mm.

HANGERS

Hanger Node = 300 Hanger Table = 0.0 Available Space = .0000 mm.

Allowed Load Variation = 25.0000 No. Hangers = 0.0 Short Range Flag = -1

User Operating Load = .00 N. Free Node = 0 Free Node = 0

Free Code = 0.0 Spring Rate = 70.00 N./mm.


-----------------------------------------------------------------------------

From 300 To 310 DX= 1,000.000 mm.

RESTRAINTS

Node 310 Z Mu = .40

-----------------------------------------------------------------------------

From 310 To 315 DX= 2,382.000 mm.

-----------------------------------------------------------------------------

From 315 To 330 DX= 618.000 mm.

RESTRAINTS

Node 330 X Mu = .40

Node 330 Z Mu = .40

-----------------------------------------------------------------------------

From 330 To 340 DX= 4,000.000 mm.

RESTRAINTS

Node 340 Y Mu = .40

Node 340 Z Mu = .40

-----------------------------------------------------------------------------

From 340 To 370 DX= 4,000.000 mm.

RESTRAINTS

Node 370 Y Mu = .40

Node 370 Z Mu = .40

-----------------------------------------------------------------------------

From 370 To 400 DX= 4,000.000 mm.

RESTRAINTS

Node 400 Y Mu = .40

Node 400 Z Mu = .40




PIPE DATA

-----------------------------------------------------------------------------

From 400 To 405 DX= 537.000 mm.

-----------------------------------------------------------------------------

From 405 To 410 DX= 2,313.000 mm.

RESTRAINTS

Node 410 Y Mu = .40

Node 410 Z Mu = .40

-----------------------------------------------------------------------------

From 410 To 420 DX= 1,316.000 mm.

-----------------------------------------------------------------------------

From 60 To 430 DY= 194.000 mm. DZ= 194.000 mm.

PIPE

Dia= 219.075 mm. Wall= 6.350 mm. Insul= .000 mm.

GENERAL

T1= 100 C T2= -46 C

ALLOWABLE STRESSES



-----------------------------------------------------------------------------

From 430 To 440 DY= 90.000 mm. DZ= 90.000 mm.

BEND at "TO" end


-----------------------------------------------------------------------------

From 440 To 450 DZ= 1,475.000 mm.

GENERAL

PHyd= 22.5000 bars Fluid= 9.9955492 Kg/cu.m

BEND at "TO" end



-----------------------------------------------------------------------------

From 450 To 460 DY= 851.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 460 To 470 DX= 2,431.000 mm.

RESTRAINTS

Node 470 X Mu = .40

Node 470 +Y Mu = .40

Node 470 Z Mu = .40

-----------------------------------------------------------------------------

From 470 To 480 DX= 970.000 mm.

-----------------------------------------------------------------------------

From 480 To 490 DX= 2,038.000 mm.

RESTRAINTS

Node 490 Y Mu = .40

Node 490 Z Mu = .40

-----------------------------------------------------------------------------

From 490 To 500 DX= 4,000.000 mm.

RESTRAINTS

Node 500 Y Mu = .40

Node 500 Z Mu = .40

-----------------------------------------------------------------------------

From 500 To 510 DX= 3,540.000 mm.

RESTRAINTS

Node 510 Y Mu = .40

Node 510 Z Mu = .40

-----------------------------------------------------------------------------

From 510 To 515 DX= 2,460.000 mm.

-----------------------------------------------------------------------------

From 515 To 520 DX= 1,480.000 mm.

RESTRAINTS

Node 520 Y Mu = .40

Node 520 Z Mu = .40

-----------------------------------------------------------------------------

From 520 To 525 DX= 306.000 mm.

-----------------------------------------------------------------------------

From 525 To 530 DX= 403.000 mm.

-----------------------------------------------------------------------------

From 315 To 600 DY= 534.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 600 To 610 DZ= -1,524.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 610 To 620 DX= -610.000 mm.

BEND at "TO" end


-----------------------------------------------------------------------------

From 620 To 615 DY= 2,033.000 mm.

RESTRAINTS

Node 615 +Y Mu = .40

Node 615 X Mu = .40

-----------------------------------------------------------------------------

From 615 To 630 DY= 500.000 mm.

BEND at "TO" end






PIPE DATA

-----------------------------------------------------------------------------

From 630 To 640 DZ= 4,583.000 mm.

RESTRAINTS

Node 640 +Y Mu = .40

Node 640 X Mu = .40

Node 640 Z Mu = .40

-----------------------------------------------------------------------------

From 640 To 645 DZ= 2,823.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 645 To 650 DY= 421.000 mm. DZ= 421.000 mm.

BEND at "TO" end


-----------------------------------------------------------------------------

From 650 To 660 DX= 1,230.000 mm.

RESTRAINTS

Node 660 Y Mu = .40

Node 660 X Mu = .40

-----------------------------------------------------------------------------

From 660 To 665 DX= 700.000 mm.

-----------------------------------------------------------------------------

From 147 To 700 DY= 1,232.000 mm.

PIPE

Dia= 323.850 mm. Wall= 6.350 mm. Insul= .000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 700 To 710 DX= -1,993.000 mm.

BEND at "TO" end


-----------------------------------------------------------------------------

From 710 To 720 DZ= 1,860.000 mm.

RESTRAINTS

Node 720 Y Mu = .40

Node 720 X Mu = .40

-----------------------------------------------------------------------------

From 720 To 730 DZ= 4,245.000 mm.

RESTRAINTS

Node 730 Y

Node 730 X

Node 730 Z

-----------------------------------------------------------------------------

From 150 To 800 DY= 752.000 mm.

GENERAL

T1= 100 C T2= -11 C

BEND at "TO" end



ALLOWABLE STRESSES



Sh9= 138 MPa

-----------------------------------------------------------------------------

From 800 To 810 DZ= 2,658.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 810 To 820 DY= 1,425.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 820 To 825 DZ= 1,239.000 mm.

RESTRAINTS

Node 825 Y Mu = .40

Node 825 X Mu = .40

-----------------------------------------------------------------------------

From 825 To 830 DZ= 2,750.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 830 To 840 DX= 1,379.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 840 To 850 DY= 1,300.000 mm.

RESTRAINTS

Node 850 Guide

Node 850 Y

-----------------------------------------------------------------------------

From 220 To 900 DY= 589.727 mm. DZ= -589.727 mm.

BEND at "TO" end






PIPE DATA

-----------------------------------------------------------------------------

From 900 To 910 DZ= -3,791.000 mm.

GENERAL

T1= 100 C T2= -11 C P1= 10.0000 bars PHyd= 15.0000 bars

BEND at "TO" end



ALLOWABLE STRESSES



Sh9= 138 MPa

-----------------------------------------------------------------------------

From 910 To 920 DX= -1,612.000 mm. DY= 915.000 mm.

BEND at "TO" end



-----------------------------------------------------------------------------

From 920 To 930 DZ= -763.000 mm.

RESTRAINTS

Node 930 +Y Mu = .40

Node 930 X Mu = .40

Node 930 Z Mu = .40

-----------------------------------------------------------------------------

From 930 To 940 DZ= -4,000.000 mm.

RESTRAINTS

Node 940 Y Mu = .40

Node 940 X Mu = .40

-----------------------------------------------------------------------------

From 1000 To 1010 DY= 2,336.000 mm.

PIPE

Dia= 2,500.000 mm. Wall= 10.000 mm. Insul= .000 mm. Cor= .0000 mm.

GENERAL

T1= 150 C T2= -46 C P1= .0000 bars PHyd= .0000 bars

Mat= (1)LOW CARBON STEEL E= 203,113 MPa v = .292

Density= 8,025.2622 Kg/cu.m Fluid= .0000000 Kg/cu.m


RESTRAINTS

Node 1000 ANC

ALLOWABLE STRESSES

B31.3 (2002)

-----------------------------------------------------------------------------

From 1010 To 1020 DZ= 1,996.000 mm.





NODENAMES

10 15 From= 410VA01N1 To=




MATERIAL Changes:

10 410VA01N1 15 Mat= (177)A333 6 E= 203,212 MPa v = .292

Density= 7,833.4399 Kg/cu.m

1000 1010 Mat= (1)LOW CARBON STEEL E= 203,113 MPa

v = .292 Density= 8,025.2622 Kg/cu.m


JOBNAME: D:\DE RUYTER\CII\26\SK-026A-R2


ALLOWABLE STRESS Changes

10 410VA01N1 15 B31.3 (2002) Sc= 138 MPa

Sh1= 138 MPa Sh3= 138 MPa Sh4= 138 MPa


Sh8= 138 MPa Sh9= 138 MPa

70 110 B31.3 (2002) Sc= 138 MPa




110 120 B31.3 (2002) Sc= 138 MPa




110 275 B31.3 (2002) Sc= 138 MPa




60 430 B31.3 (2002) Sc= 138 MPa




150 800 B31.3 (2002) Sc= 138 MPa




900 910 B31.3 (2002) Sc= 138 MPa




1000 1010 B31.3 (2002)




BEND ELEMENTS

30 50 Radius= 609.600 mm. (LONG)

Bend Angle= 90.000 Angle/Node @1= 45.00 49

60 70 Radius= 609.600 mm. (LONG)

Bend Angle= 90.000 Angle/Node @1= 45.00 69


110 120 Radius= 609.600 mm. (LONG)

Bend Angle= 90.000 Angle/Node @1= 45.00

119 Angle/Node @2= .00 118

120 130 Radius= 609.600 mm. (LONG)


129

275 280 Radius= 457.200 mm. (LONG)


279 Angle/Node @2= .00 278

280 285 Radius= 457.200 mm. (LONG)


284 Angle/Node @2= .00 283

285 290 Radius= 457.200 mm. (LONG)


289 Angle/Node @2= .00 288

290 295 Radius= 457.200 mm. (LONG)


294 Angle/Node @2= .00 293

430 440 Radius= 304.800 mm. (LONG)


439

440 450 Radius= 304.800 mm. (LONG)


449 Angle/Node @2= .00 448

450 460 Radius= 304.800 mm. (LONG)


459 Angle/Node @2= .00 458

315 600 Radius= 304.800 mm. (LONG)


599 Angle/Node @2= .00 598

600 610 Radius= 304.800 mm. (LONG)


609 Angle/Node @2= .00 608

610 620 Radius= 304.800 mm. (LONG)


619

615 630 Radius= 304.800 mm. (LONG)


629 Angle/Node @2= .00 628

640 645 Radius= 304.800 mm. (LONG)


644 Angle/Node @2= .00 643

645 650 Radius= 304.800 mm. (LONG)


649

147 700 Radius= 457.200 mm. (LONG)


699 Angle/Node @2= .00 698

700 710 Radius= 457.200 mm. (LONG)


709

150 800 Radius= 457.200 mm. (LONG)


799 Angle/Node @2= .00 798

800 810 Radius= 457.200 mm. (LONG)


809 Angle/Node @2= .00 808

810 820 Radius= 457.200 mm. (LONG)


819 Angle/Node @2= .00 818

825 830 Radius= 457.200 mm. (LONG)


829 Angle/Node @2= .00 828

830 840 Radius= 457.200 mm. (LONG)


839 Angle/Node @2= .00 838

220 900 Radius= 457.200 mm. (LONG)


899 Angle/Node @2= .00 898

900 910 Radius= 457.200 mm. (LONG)


909 Angle/Node @2= .00 908

910 920 Radius= 457.200 mm. (LONG)


919 Angle/Node @2= .00 918




RIGIDS

15 20 RIGID Weight= 650.00 N.




RIGIDS

21 30 RIGID Weight= 810.00 N.

111 112 RIGID Weight= .00 N.






SIF's & TEE's

50 60 Node 60 Welding Tee







RESTRAINTS Len MU

GAP YIELD Dir

NODE TYPE CNODE STIF1 STIF2 FORCE Vectors

-------+-------+------+----------+----------+----------+---------------------

10 ANC 1020 .000 .000 .000

21 ANC 20 .000 .000 .000

110 Y 111 .40 .000 1.000 .000

111 X 1.000 .000 .000

111 Z .000 .000 1.000

111 RX 1.000 .000 .000

111 RZ .000 .000 1.000

145 +Y .40 .000 1.000 .000

145 X .40 1.000 .000 .000

145 Z .40 .000 .000 1.000

165 Y .40 .000 1.000 .000

165 Z .40 .000 .000 1.000

180 Y .40 .000 1.000 .000

180 Z .40 .000 .000 1.000

210 Y .40 .000 1.000 .000

210 Z .40 .000 .000 1.000

235 Y .40 .000 1.000 .000

235 Z .40 .000 .000 1.000

275 Guide .40 .000 .000 .000

310 Z .40 .000 .000 1.000

330 X .40 1.000 .000 .000

330 Z .40 .000 .000 1.000

340 Y .40 .000 1.000 .000

340 Z .40 .000 .000 1.000

370 Y .40 .000 1.000 .000

370 Z .40 .000 .000 1.000

400 Y .40 .000 1.000 .000

400 Z .40 .000 .000 1.000

410 Y .40 .000 1.000 .000

410 Z .40 .000 .000 1.000

470 X .40 1.000 .000 .000

470 +Y .40 .000 1.000 .000

470 Z .40 .000 .000 1.000

490 Y .40 .000 1.000 .000

490 Z .40 .000 .000 1.000

500 Y .40 .000 1.000 .000

500 Z .40 .000 .000 1.000

510 Y .40 .000 1.000 .000

510 Z .40 .000 .000 1.000

520 Y .40 .000 1.000 .000

520 Z .40 .000 .000 1.000

615 +Y .40 .000 1.000 .000

615 X .40 1.000 .000 .000

640 +Y .40 .000 1.000 .000

640 X .40 1.000 .000 .000

640 Z .40 .000 .000 1.000

660 Y .40 .000 1.000 .000

660 X .40 1.000 .000 .000

720 Y .40 .000 1.000 .000

720 X .40 1.000 .000 .000

730 Y .000 1.000 .000

730 X 1.000 .000 .000

730 Z .000 .000 1.000

825 Y .40 .000 1.000 .000

825 X .40 1.000 .000 .000

850 Guide .000 .000 .000

850 Y .000 1.000 .000

930 +Y .40 .000 1.000 .000

930 X .40 1.000 .000 .000

930 Z .40 .000 .000 1.000

940 Y .40 .000 1.000 .000

940 X .40 1.000 .000 .000

1000 ANC .000 .000 .000




HANGER CONTROL AND LOCATION DATA

No. of Hanger Design Load Cases = 1

Actual Cold Load Flag = 0.0

Short Range Spring Flag = 1

Allowed Load Variation (%) = 25.0000

Default Hanger Table = 16

111 112 Hanger Node = 112 Hanger Table = 0.0

Available Space = -500.0000 mm.

Allowed Load Variation = 25.0000

No. Hangers = 0.0 Short Range Flag = -1

User Operating Load = .00 N. Free Node = 0

Free Node = 0 Free Code = 0.0

Spring Rate = 158.00 N./mm.


295 300 Hanger Node = 300 Hanger Table = 0.0

Available Space = .0000 mm.

Allowed Load Variation = 25.0000

No. Hangers = 0.0 Short Range Flag = -1

User Operating Load = .00 N. Free Node = 0

Free Node = 0 Free Code = 0.0

Spring Rate = 70.00 N./mm.





WIND/WAVE

10 410VA01N1 15 WIND Wind Shape= .700




INPUT UNITS USED...

UNITS= AMEC.STR NOM/SCH INPUT= ON

LENGTH inches x 25.400 = mm.

FORCE pounds x 4.448 = N.

MASS(dynamics) pounds x 0.454 = kg.

MOMENTS(INPUT) inch-pounds x 0.113 = N.m.

MOMENTS(OUTPUT) inch-pounds x 0.113 = N.m.

STRESS lbs./sq.in. x 0.007 = MPa

TEMP. SCALE degrees F. x 0.556 = C

PRESSURE psig x 0.069 = bars

ELASTIC MODULUS lbs./sq.in. x 0.007 = MPa

PIPE DENSITY lbs./cu.in. x 27680.000 = Kg/cu.m

INSULATION DENS. lbs./cu.in. x 27680.000 = Kg/cu.m

FLUID DENSITY lbs./cu.in. x 27680.000 = Kg/cu.m

TRANSL. STIF lbs./in. x 0.175 = N./mm.

ROTATIONAL STIF in.lb./deg. x 0.113 = N.m./deg.

UNIFORM LOAD lb./in. x 175.120 = N/m

G LOAD g's x 1.000 = g's

WIND LOAD lbs./sq.in. x 6894.757 = N./sq.m.

ELEVATION inches x 25.400 = mm.

COMPOUND LENGTH inches x 25.400 = mm.

DIAMETER inches x 25.400 = mm.

WALL THICKNESS inches x 25.400 = mm.




SETUP FILE PARAMETERS

------------------------------------------------------------------------------

CONNECT GEOMETRY THRU CNODES = YES

MIN ALLOWED BEND ANGLE = 5.00000

MAX ALLOWED BEND ANGLE = 95.0000

BEND LENGTH ATTACHMENT PERCENT = 1.00000

MIN ANGLE TO ADJACENT BEND PT = 5.00000

LOOP CLOSURE TOLERANCE = 25.4000 mm.

THERMAL BOWING HORZ TOLERANCE = 0.100000E-03

AUTO NODE NUMBER INCREMENT= 10.0000

Z AXIS UP= NO

USE PRESSURE STIFFENING = DEFAULT

ALPHA TOLERANCE = 0.500000E-01

RESLD-FORCE = NO

HGR DEF RESWGT STIF = 0.175120E+12 N./mm.

DECOMP SNG TOL = 0.100000E+11

BEND AXIAL SHAPE = YES

FRICT STIF = 175120. N./mm.

FRICT NORM FORCE VAR = 0.150000

FRICT ANGLE VAR = 15.0000

FRICT SLIDE MULT = 1.00000

ROD TOLERANCE = 1.00000

ROD INC = 2.00000

INCORE NUMERICAL CHECK = NO

OUTCORE NUMERICAL CHECK = NO

DEFAULT TRANS RESTRAINT STIFF= 0.175120E+12 N./mm.

DEFAULT ROT RESTRAINT STIFF= 0.112980E+12 N.m./deg.

IGNORE SPRING HANGER STIFFNESS = NO

MISSING MASS ZPA = EXTRACTED

MIN WALL MILL TOLERANCE = 12.5000

WRC-107 VERSION = MAR 79 1B1/2B1

WRC-107 INTERPOLATION = LAST VALUE

DEFAULT AMBIENT TEMPERATURE= 21.1142 C

BOURDON PRESSURE= NONE

COEFFICIENT OF FRICTION (MU) = 0.000000

INCLUDE SPRG STIF IN HGR OPE = NO

REDUCED INTERSECTION = B31.1(POST1980)

USE WRC329 NO

NO REDUCED SIF FOR RFT AND WLT NO

B31.1 REDUCED Z FIX = YES

CLASS 1 BRANCH FLEX NO

ALL STRESS CASES CORRODED = NO

ADD TORSION IN SL STRESS = DEFAULT

ADD F/A IN STRESS = DEFAULT

OCCASIONAL LOAD FACTOR = 0.000000

DEFAULT CODE = B31.3

B31.3 SUS CASE SIF FACTOR = 1.00000

ALLOW USERS BEND SIF = NO

USE SCHNEIDER NO

YIELD CRITERION STRESS = MAX 3D SHEAR

USE PD/4T NO

BASE HOOP STRESS ON ? = ID

APPLY B318 NOTE2 = NO

LIBERAL EXPANSION ALLOWABLE= YES

STRESS STIFFENING DUETO PRESSURE= NONE

B31.3 WELDING/CONTOUR TEE ISB16.9 NO

PRESSURE VARIATION IN EXP CASE= DEFAULT

USE FRP SIF = YES

USE FRP FLEX = YES

BS 7159 Pressure Stiffening= Design Strain

FRP Property Data File= CAESAR.FRP

FRP Emod (axial) = 22060.8 MPa

FRP Ratio Gmod/Emod (axial) = 0.250000

FRP Ea/Eh*Vh/a = 0.152727

FRP Laminate Type = THREE

FRP Alpha = 21.5983 C

FRP Density = 1660.80 Kg/cu.m

EXCLUDE f2 FROM UKOOA BENDING = NO




EXECUTION CONTROL PARAMETERS

Rigid/ExpJt Print Flag ..... 1.000

Bourdon Option ............. .000

Loop Closure Flag .......... 2.000

Thermal Bowing Delta Temp .. .000 C

Liberal Allowable Flag ..... .000

Uniform Load Option ........ 1.000

Pressure Stiffening Option . .000

Ambient Temperature ........ 25.000 C

Plastic (FRP) Alpha ........ 21.598

Plastic (FRP) GMOD/EMODa ... .250

Plastic (FRP) Laminate Type. 3.000

Eqn Optimizer .............. .000

Node Selection ............. .000

Eqn Ordering ............... .000

Collins .................... .000

Degree Determination ....... .000

User Eqn Control ........... .000




COORDINATE REPORT

/--------------------(mm.)----------------------/

NODE X Y Z

10 -129500.0000 21250.0000 -120464.0000

15 -129500.0000 21250.0000 -120364.0000

21 -129500.0000 21250.0000 -120235.0000

30 -129500.0000 21250.0000 -120084.0000

50 -129500.0000 21250.0000 -119474.0000

60 -130414.0000 21250.0000 -119474.0000

70 -131553.0000 21250.0000 -119474.0000

110 -131553.0000 21250.0000 -117519.0000

112 -131553.0000 21072.0000 -117519.0000

110 -131553.0000 21250.0000 -117519.0000

120 -131553.0000 21250.0000 -116611.0000

130 -131553.0000 22470.0000 -116611.0000

145 -127993.0000 22470.0000 -116611.0000

147 -127438.0000 22470.0000 -116611.0000

150 -126828.0000 22470.0000 -116611.0000

165 -123931.0000 22470.0000 -116611.0000

180 -119931.0000 22470.0000 -116611.0000

210 -116459.0000 22470.0000 -116611.0000

220 -115429.0000 22470.0000 -116611.0000

235 -112433.0000 22470.0000 -116611.0000

245 -111708.0000 22470.0000 -116611.0000

110 -131553.0000 21250.0000 -117519.0000

275 -131553.0000 26950.0000 -117519.0000

280 -131553.0000 29085.0000 -117519.0000

285 -133353.0000 29085.0000 -117519.0000

290 -133353.0000 29085.0000 -118811.0000

295 -133353.0000 30585.0000 -118811.0000

300 -131998.0000 30585.0000 -118811.0000

310 -130998.0000 30585.0000 -118811.0000

315 -128616.0000 30585.0000 -118811.0000

330 -127998.0000 30585.0000 -118811.0000

340 -123998.0000 30585.0000 -118811.0000

370 -119998.0000 30585.0000 -118811.0000

400 -115998.0000 30585.0000 -118811.0000

405 -115461.0000 30585.0000 -118811.0000

410 -113148.0000 30585.0000 -118811.0000

420 -111832.0000 30585.0000 -118811.0000

60 -130414.0000 21250.0000 -119474.0000

430 -130414.0000 21444.0000 -119280.0000

440 -130414.0000 21534.0000 -119190.0000

450 -130414.0000 21534.0000 -117715.0000

460 -130414.0000 22385.0000 -117715.0000

470 -127983.0000 22385.0000 -117715.0000

480 -127013.0000 22385.0000 -117715.0000

490 -124975.0000 22385.0000 -117715.0000

500 -120975.0000 22385.0000 -117715.0000

510 -117435.0000 22385.0000 -117715.0000

515 -114975.0000 22385.0000 -117715.0000

520 -113495.0000 22385.0000 -117715.0000

525 -113189.0000 22385.0000 -117715.0000

530 -112786.0000 22385.0000 -117715.0000

315 -128616.0000 30585.0000 -118811.0000

600 -128616.0000 31119.0000 -118811.0000

610 -128616.0000 31119.0000 -120335.0000

620 -129226.0000 31119.0000 -120335.0000

615 -129226.0000 33152.0000 -120335.0000

630 -129226.0000 33652.0000 -120335.0000

640 -129226.0000 33652.0000 -115752.0000

645 -129226.0000 33652.0000 -112929.0000

650 -129226.0000 34073.0000 -112508.0000

660 -127996.0000 34073.0000 -112508.0000

665 -127296.0000 34073.0000 -112508.0000

147 -127438.0000 22470.0000 -116611.0000

700 -127438.0000 23702.0000 -116611.0000

710 -129431.0000 23702.0000 -116611.0000

720 -129431.0000 23702.0000 -114751.0000

730 -129431.0000 23702.0000 -110506.0000

150 -126828.0000 22470.0000 -116611.0000

800 -126828.0000 23222.0000 -116611.0000

810 -126828.0000 23222.0000 -113953.0000

820 -126828.0000 24647.0000 -113953.0000

825 -126828.0000 24647.0000 -112714.0000

830 -126828.0000 24647.0000 -109964.0000

840 -125449.0000 24647.0000 -109964.0000

850 -125449.0000 25947.0000 -109964.0000

220 -115429.0000 22470.0000 -116611.0000

900 -115429.0000 23059.7266 -117200.7266

910 -115429.0000 23059.7266 -120991.7266

920 -117041.0000 23974.7266 -120991.7266

930 -117041.0000 23974.7266 -121754.7266

940 -117041.0000 23974.7266 -125754.7266

1000 -129500.0000 18914.0000 -122460.0000

1010 -129500.0000 21250.0000 -122460.0000

10 -129500.0000 21250.0000 -120464.0000

CAESAR II Ver.4.50 [050407] Date:JUL 11,2005 Time:10:58 Page: 21

Job: D:\DE RUYTER\CII\26\SK-026A-R2

Licensed To: IV GROEP B.V. ID 18380

DISPLACEMENT REPORT, Nodal Movements

CASE 2 (OPE) W+T1+P1+H

----------Translations(mm.)---------- -----------Rotations(deg.)------------

NODE DX DY DZ RX RY RZ

410VA01N1 0.000 3.477 2.972 0.0000 0.0000 0.0000

15 -0.001 3.473 3.108 0.0017 -0.0016 0.0016

20 -0.004 3.469 3.283 0.0018 -0.0017 0.0017

21 -0.004 3.469 3.283 0.0018 -0.0017 0.0017

30 -0.009 3.463 3.489 0.0019 -0.0018 0.0018

49 -0.513 3.246 3.924 0.0404 -0.0697 0.0224

50 -1.378 2.811 3.422 0.0521 -0.1164 0.0469

60 -1.793 2.553 2.788 0.0529 -0.1176 0.0473

68 -2.513 2.109 1.680 0.0539 -0.1182 0.0462

69 -3.421 1.676 1.104 0.0465 -0.0903 0.0234

70 -4.168 1.337 1.453 0.0279 -0.0446 0.0094

110 -5.046 0.789 3.278 0.0146 -0.0318 -0.0092

111 0.000 0.789 0.000 0.0000 0.0000 0.0000

112 0.000 0.547 0.000 0.0000 0.0000 0.0000

118 -5.214 0.712 3.683 0.0132 -0.0306 -0.0074

119 -5.314 0.995 4.226 -0.0293 -0.0031 -0.0139

120 -5.165 1.720 4.075 -0.0691 0.0087 -0.0235

129 -4.720 2.215 3.375 -0.1001 0.0274 -0.0343

130 -4.010 2.138 2.700 -0.1122 0.0589 -0.0476

145 0.000 0.001 0.000 -0.1093 0.0299 -0.0272

147 0.753 -0.228 -0.228 -0.1088 0.0153 -0.0193

150 1.579 -0.368 -0.335 -0.1038 0.0052 -0.0074

165 5.502 0.000 0.000 -0.0914 -0.0070 0.0079

180 10.933 0.000 0.000 -0.0743 0.0009 -0.0016

210 15.649 0.000 0.000 -0.0594 0.0026 0.0000

220 17.050 -0.011 -0.082 -0.0550 0.0082 0.0003

235 21.129 0.000 0.000 -0.0550 -0.0060 0.0006

245 22.116 0.007 0.076 -0.0550 -0.0060 0.0005

275 0.000 8.512 0.000 -0.0428 0.0540 -0.0233

278 -0.013 10.793 -1.099 -0.0361 0.0792 0.0184

279 -0.492 11.080 -1.098 -0.0306 0.0892 0.0854

280 -1.175 10.632 -0.568 -0.0220 0.1215 0.1305

283 -2.383 8.572 1.363 -0.0270 0.1267 0.1338

284 -3.135 7.746 1.924 -0.0295 0.1336 0.1343

285 -4.052 7.250 1.793 -0.0339 0.1227 0.1341

288 -4.857 7.024 1.279 -0.0338 0.1203 0.1324

289 -5.717 7.037 0.774 -0.0246 0.0783 0.1142

290 -6.405 7.427 0.482 -0.0164 0.0564 0.0740

293 -7.139 8.224 0.317 -0.0170 0.0470 0.0678

294 -7.163 8.719 0.115 -0.0159 0.0379 -0.0016

295 -6.660 8.665 -0.037 -0.0080 0.0045 -0.0785

300 -5.439 7.321 -0.047 -0.0147 -0.0015 -0.0926

310 -4.078 5.602 0.000 -0.0222 -0.0020 -0.0995

315 -0.840 1.928 0.005 -0.0399 0.0002 -0.0662

330 0.000 1.290 0.000 -0.0399 0.0004 -0.0523

340 5.438 0.000 0.000 -0.0399 -0.0001 -0.0011

370 10.880 0.000 0.000 -0.0399 0.0000 0.0001

400 16.325 0.000 0.000 -0.0399 0.0000 0.0006

405 17.056 0.001 0.000 -0.0399 0.0000 0.0000

410 20.206 0.000 0.000 -0.0399 0.0000 -0.0005

420 21.998 -0.026 0.000 -0.0399 0.0000 -0.0012

430 -2.325 2.541 3.135 0.0536 -0.1063 0.0445

439 -2.518 2.502 3.285 0.0573 -0.0721 0.0235

440 -2.632 2.401 3.409 0.0596 -0.0334 0.0150

448 -2.946 1.368 4.311 0.0485 -0.0038 -0.0007

449 -2.855 1.351 4.521 -0.0019 0.0426 -0.0206

450 -2.633 1.567 4.494 -0.0475 0.0613 -0.0498

458 -2.418 1.776 4.283 -0.0508 0.0672 -0.0515

459 -2.127 1.872 3.929 -0.0736 0.0820 -0.0598

460 -1.846 1.721 3.445 -0.0829 0.1063 -0.0585

470 0.000 0.003 0.000 -0.0829 0.0533 -0.0252

480 0.837 -0.227 -0.469 -0.0829 0.0073 -0.0038

490 2.596 0.000 0.000 -0.0829 -0.0155 0.0060

500 6.057 0.000 0.000 -0.0829 0.0039 -0.0005

510 9.122 0.000 0.000 -0.0829 -0.0011 -0.0014

515 11.254 -0.097 0.012 -0.0829 0.0003 0.0013

520 12.537 0.000 0.000 -0.0829 0.0006 0.0047

525 12.802 0.024 -0.003 -0.0829 0.0006 0.0046

530 13.152 0.056 -0.007 -0.0829 0.0006 0.0045

598 -0.579 2.126 -0.163 -0.0444 -0.0013 -0.0641

599 -0.370 2.200 -0.484 -0.0860 0.0015 -0.0483

600 -0.303 1.882 -0.824 -0.1190 -0.0005 -0.0442

608 -0.271 -0.063 -1.617 -0.1200 -0.0028 -0.0314

609 -0.335 -0.437 -1.809 -0.1045 -0.0037 -0.0324

610 -0.516 -0.480 -1.901 -0.0993 -0.0038 -0.0289

615 0.000 1.411 -3.776 -0.0366 0.0129 -0.0180

619 -0.665 -0.308 -2.050 -0.0893 0.0052 -0.0234

620 -0.655 -0.085 -2.320 -0.0608 0.0142 -0.0234

628 0.059 1.580 -3.897 -0.0342 0.0128 -0.0168

629 0.115 1.791 -3.899 -0.0071 0.0084 -0.0042

630 0.137 1.846 -3.710 0.0166 0.0029 0.0007

640 0.000 0.000 0.000 0.0327 -0.0096 0.0381

643 -0.565 -1.733 2.337 0.0348 -0.0097 0.0616








644 -0.605 -1.780 2.451 0.0312 -0.0054 0.0621

645 -0.685 -1.774 2.570 0.0280 -0.0038 0.0626

649 -0.918 -1.559 2.924 0.0204 0.0025 0.0675

650 -0.802 -1.254 2.967 0.0156 0.0136 0.0762

660 0.000 0.000 2.719 0.0156 0.0160 0.0780

665 0.607 0.950 2.524 0.0156 0.0160 0.0778

698 1.069 0.442 -1.760 -0.1122 -0.0122 -0.0228

699 1.022 0.736 -2.435 -0.1129 -0.0303 0.0065

700 0.695 0.688 -3.049 -0.1240 -0.0892 0.0496

709 -0.647 -0.480 -5.107 -0.0813 -0.0345 0.0816

710 -0.759 -0.392 -4.856 -0.0248 0.0284 0.1015

720 0.000 0.000 -3.647 -0.0086 0.0244 0.1015

730 0.000 0.000 0.000 0.0013 -0.0118 0.1015

798 1.614 -0.113 -0.866 -0.1011 0.0039 -0.0063

799 1.604 0.315 -1.173 -0.0427 -0.0039 0.0098

800 1.508 0.488 -0.944 0.0170 -0.0178 0.0167

808 0.930 -0.205 0.563 0.0228 -0.0190 0.0224

809 0.777 -0.161 0.861 0.0005 -0.0168 0.0233

810 0.593 0.134 0.922 -0.0157 -0.0173 0.0282

818 0.338 0.576 0.775 -0.0150 -0.0160 0.0287

819 0.141 0.849 0.875 0.0148 -0.0136 0.0270

820 0.031 0.767 1.219 0.0532 -0.0034 0.0235

825 0.000 0.000 1.895 0.0585 -0.0006 0.0232

828 0.284 -2.328 3.878 0.0509 0.0180 0.0222

829 0.649 -2.424 4.030 0.0078 0.0729 0.0373

830 1.141 -2.147 3.583 -0.0081 0.1207 0.0572

838 1.543 -1.681 2.585 -0.0156 0.1238 0.0583

839 1.663 -1.196 1.756 -0.0331 0.1507 0.0739

840 1.316 -0.731 1.087 -0.0710 0.1650 0.0885

850 0.000 0.000 0.000 -0.0744 0.1650 0.0897

898 16.852 -0.033 -0.894 -0.0497 0.0372 0.0007

899 16.642 -0.050 -1.093 -0.0308 0.0996 0.0370

900 16.192 -0.085 -1.260 -0.0116 0.1762 0.0510

908 4.649 0.057 -3.984 0.0152 0.2237 0.0570

909 3.273 0.151 -3.802 0.0324 0.2020 0.0489

910 2.454 0.148 -2.911 0.0255 0.1739 0.0422

918 1.400 -0.053 -0.283 0.0296 0.1626 0.0423

919 0.740 -0.062 0.352 0.0123 0.1128 0.0315

920 0.182 -0.015 0.265 0.0028 0.0363 0.0212

930 0.000 0.000 0.000 0.0018 0.0301 0.0212

940 0.000 0.000 -3.465 0.0016 -0.0145 0.0212

1000 0.000 0.000 0.000 0.0000 0.0000 0.0000

1010 0.000 3.479 -0.001 0.0000 0.0000 0.0000

1020 0.000 3.477 2.972 0.0000 0.0000 0.0000





CASE 8 (SUS) W+P1+H



410VA01N1 0.000 0.000 0.000 0.0000 0.0000 0.0000

15 0.001 -0.001 0.000 0.0000 0.0001 -0.0002

20 0.001 -0.001 0.000 0.0000 0.0001 -0.0002

21 0.001 -0.001 0.000 0.0000 0.0001 -0.0002

30 0.001 -0.001 0.000 0.0000 0.0001 -0.0002

49 0.005 0.021 0.002 -0.0048 0.0004 -0.0029

50 0.006 0.083 0.002 -0.0075 -0.0002 -0.0082

60 0.006 0.128 0.001 -0.0079 -0.0002 -0.0085

68 0.006 0.211 -0.001 -0.0095 -0.0002 -0.0088

69 0.008 0.312 0.000 -0.0110 0.0004 -0.0087

70 0.009 0.431 0.001 -0.0125 -0.0005 -0.0079

110 -0.018 0.710 0.001 -0.0089 -0.0025 -0.0044

111 0.000 0.710 0.000 0.0000 0.0000 0.0000

112 0.000 0.710 0.000 0.0000 0.0000 0.0000

118 -0.035 0.750 0.001 -0.0079 -0.0030 -0.0039

119 -0.068 0.772 -0.004 -0.0004 -0.0066 -0.0021

120 -0.075 0.772 -0.008 -0.0013 -0.0062 -0.0030

129 -0.034 0.750 -0.010 -0.0040 -0.0045 -0.0095

130 0.003 0.650 -0.006 -0.0055 -0.0007 -0.0152

145 0.000 0.000 0.000 -0.0060 -0.0001 -0.0076

147 0.000 -0.064 0.003 -0.0062 -0.0001 -0.0049

150 0.000 -0.101 0.004 -0.0066 0.0000 -0.0020

165 0.000 0.000 0.000 -0.0112 0.0001 0.0018

180 0.000 0.000 0.000 -0.0175 -0.0001 0.0002

210 0.000 0.000 0.000 -0.0230 0.0004 -0.0017

220 0.000 -0.052 -0.010 -0.0246 0.0009 -0.0028

235 0.000 0.000 0.000 -0.0246 -0.0007 0.0032

245 0.000 0.039 0.009 -0.0246 -0.0007 0.0031

275 0.000 0.697 0.000 0.0039 -0.0097 0.0027

278 -0.087 0.696 0.118 0.0049 -0.0118 0.0028

279 -0.097 0.694 0.137 0.0108 -0.0104 0.0000

280 -0.094 0.705 0.108 0.0124 -0.0100 -0.0039

283 -0.094 0.771 -0.049 0.0149 -0.0100 -0.0044

284 -0.076 0.837 -0.096 0.0168 -0.0064 -0.0059

285 -0.053 0.961 -0.108 0.0213 -0.0022 -0.0070

288 -0.040 1.103 -0.108 0.0214 -0.0019 -0.0065

289 -0.025 1.217 -0.063 0.0175 0.0014 -0.0047

290 -0.015 1.253 0.015 0.0101 0.0030 -0.0010

293 -0.007 1.254 0.113 0.0094 0.0032 -0.0007

294 -0.005 1.254 0.147 0.0062 0.0044 -0.0009

295 0.001 1.232 0.133 0.0056 0.0048 -0.0092

300 0.001 1.058 0.060 0.0052 0.0042 -0.0151

310 0.000 0.721 0.000 0.0047 0.0023 -0.0211

315 0.000 -0.075 -0.009 0.0036 -0.0008 -0.0128

330 0.000 -0.188 0.000 0.0036 -0.0007 -0.0081

340 0.000 0.000 0.000 0.0036 0.0002 0.0043

370 0.000 0.000 0.000 0.0036 0.0000 -0.0013

400 0.000 0.000 0.000 0.0036 0.0000 0.0009

405 0.000 0.004 0.000 0.0036 0.0000 0.0002

410 0.000 0.000 0.000 0.0036 0.0000 -0.0007

420 0.000 -0.029 0.000 0.0036 0.0000 -0.0014

430 0.032 0.149 -0.021 -0.0051 -0.0003 -0.0078

439 0.039 0.148 -0.021 0.0047 -0.0015 -0.0066

440 0.038 0.129 -0.018 0.0134 -0.0021 -0.0062

448 0.002 -0.161 -0.018 0.0167 -0.0015 -0.0033

449 0.004 -0.222 0.007 0.0151 0.0000 -0.0028

450 0.011 -0.244 0.058 0.0126 -0.0001 -0.0004

458 0.011 -0.244 0.111 0.0124 0.0005 0.0000

459 0.006 -0.241 0.152 0.0107 0.0017 0.0028

460 0.000 -0.225 0.157 0.0098 0.0043 0.0056

470 0.000 0.000 0.000 0.0098 0.0026 0.0036

480 0.000 0.024 -0.023 0.0098 0.0003 0.0002

490 0.000 0.000 0.000 0.0098 -0.0007 -0.0023

500 0.000 0.000 0.000 0.0098 0.0002 0.0016

510 0.000 0.000 0.000 0.0098 -0.0001 -0.0020

515 0.000 -0.104 0.001 0.0098 0.0000 0.0015

520 0.000 0.000 0.000 0.0098 0.0000 0.0050

525 0.000 0.026 0.000 0.0098 0.0000 0.0049

530 0.000 0.060 0.000 0.0098 0.0000 0.0048

598 0.051 -0.075 0.005 0.0033 -0.0009 -0.0126

599 0.097 -0.073 0.012 0.0009 -0.0007 -0.0115

600 0.118 -0.073 0.013 -0.0003 -0.0008 -0.0112

608 0.131 -0.075 0.013 0.0001 -0.0008 -0.0102

609 0.133 -0.059 0.012 0.0000 -0.0003 -0.0098

610 0.133 -0.026 0.012 -0.0007 0.0005 -0.0075

615 0.000 0.000 -0.001 -0.0004 0.0022 0.0076

619 0.141 -0.004 0.014 -0.0005 0.0011 -0.0034

620 0.143 -0.001 0.014 -0.0005 0.0013 0.0022

628 -0.027 0.000 -0.002 -0.0004 0.0023 0.0082

629 -0.068 -0.001 -0.001 0.0011 0.0005 0.0143

630 -0.093 -0.007 0.001 0.0014 -0.0007 0.0162

640 0.000 0.000 0.000 0.0105 0.0041 0.0347

643 0.291 -1.032 0.000 0.0255 0.0079 0.0463





CASE 8 (SUS) W+P1+H



644 0.289 -1.084 0.010 0.0249 0.0084 0.0468

645 0.248 -1.126 0.038 0.0243 0.0078 0.0479

649 0.052 -1.157 0.138 0.0218 0.0069 0.0527

650 0.000 -0.970 0.133 0.0200 0.0080 0.0590

660 0.000 0.000 0.000 0.0200 0.0083 0.0602

665 0.000 0.733 -0.101 0.0200 0.0083 0.0600

698 0.055 -0.064 -0.076 -0.0057 0.0008 -0.0035

699 0.061 -0.064 -0.101 -0.0043 0.0019 0.0010

700 0.056 -0.076 -0.093 -0.0036 0.0040 0.0022

709 0.060 -0.108 0.000 -0.0046 0.0008 0.0002

710 0.055 -0.082 -0.001 -0.0042 -0.0022 0.0001

720 0.000 0.000 0.000 -0.0011 -0.0017 0.0001

730 0.000 0.000 0.000 -0.0023 0.0008 0.0001

798 0.009 -0.101 -0.028 -0.0062 0.0002 -0.0016

799 0.006 -0.093 -0.051 -0.0029 -0.0005 0.0021

800 -0.001 -0.077 -0.057 -0.0036 0.0007 0.0026

808 0.040 0.048 -0.057 -0.0043 0.0021 0.0052

809 0.047 0.065 -0.062 -0.0008 0.0042 0.0053

810 0.020 0.063 -0.053 0.0033 0.0039 0.0084

818 -0.058 0.064 -0.021 0.0035 0.0046 0.0089

819 -0.107 0.059 -0.006 0.0016 0.0045 0.0116

820 -0.103 0.050 -0.003 0.0031 0.0071 0.0114

825 0.000 0.000 -0.003 0.0057 0.0080 0.0124

828 0.356 -0.383 -0.003 0.0109 0.0094 0.0153

829 0.409 -0.407 -0.024 0.0100 0.0093 0.0164

830 0.431 -0.327 -0.076 0.0089 0.0089 0.0199

838 0.431 -0.163 -0.147 0.0090 0.0088 0.0202

839 0.383 -0.047 -0.175 0.0092 0.0085 0.0203

840 0.273 -0.001 -0.142 0.0096 0.0084 0.0187

850 0.000 0.000 0.000 0.0096 0.0084 0.0185

898 0.016 -0.256 -0.213 -0.0259 0.0045 -0.0072

899 0.018 -0.326 -0.260 -0.0275 0.0056 -0.0086

900 -0.002 -0.411 -0.277 -0.0277 0.0114 -0.0091

908 -0.839 -1.738 -0.277 -0.0196 0.0171 -0.0325

909 -0.885 -1.737 -0.259 -0.0058 0.0129 -0.0416

910 -0.763 -1.482 -0.209 0.0020 0.0090 -0.0640

918 -0.229 -0.540 -0.065 0.0031 0.0084 -0.0672

919 -0.049 -0.181 -0.016 0.0047 0.0064 -0.0735

920 0.011 -0.007 0.000 0.0013 0.0022 -0.0739

930 0.000 0.000 0.000 0.0005 0.0019 -0.0739

940 0.000 0.000 0.000 0.0022 -0.0009 -0.0739

1000 0.000 0.000 0.000 0.0000 0.0000 0.0000

1010 0.000 0.000 0.000 0.0000 0.0000 0.0000

1020 0.000 0.000 0.000 0.0000 0.0000 0.0000




RESTRAINT REPORT, Loads on Restraints

...

-----------------------

RESTRAINT SUMMARY REPORT

LOAD CASE DEFINITION KEY

CASE 1 (HYD) WW+HP+H



CASE 4 (OPE) W+T1+P1+H+WIN1




CASE 8 (SUS) W+P1+H




RESTRAINT-DISPLACEMENT REPORT, Loads on Restraints

RESTRAINT SUMMARY

-----------Forces(N. )---------- ----------Moments(N.m. )--------- --------Displacements(mm.)---------

NODE CASE TYPE FX FY FZ MX MY MZ DX DY DZ

410VA01N1 Rigid ANC

1 HYD 800. -6270. -575. 3439. 482. 1963. 0.0002 -0.0012 0.0003

2 OPE 3040. -12145. -14312. 11962. -10636. 8378. 0.0000 3.4774 2.9721

3 OPE -2648. 3719. 8587. -6329. 5227. -7118. -0.0003 -1.7348 -1.4821

4 OPE 4285. -11977. -14501. 11732. -9724. 8209. 0.0015 3.4775 2.9720

5 OPE 1777. -12405. -14062. 12288. -11487. 8689. -0.0014 3.4773 2.9721

6 OPE 2354. -12422. -12859. 12363. -10230. 9075. -0.0001 3.4772 2.9725

7 OPE 3736. -12023. -15784. 11753. -11012. 7909. 0.0002 3.4776 2.9716

8 SUS 851. -1920. -303. -134. 559. -854. 0.0003 -0.0003 0.0000

MAX. 4285./ 4 12422./ 6 15784./ 7 12363./ 6 11487./ 5 9075./ 6 0.002/ 4 3.478/ 7 2.972/ 6

21 Rigid ANC

1 HYD 800. -5275. -575. 2090. 298. 1963. 0.0007 -0.0045 0.0002

2 OPE 3040. -11416. -14312. 9237. -11332. 8378. -0.0041 3.4686 3.2832

3 OPE -2648. 4448. 8587. -5421. 5833. -7118. 0.0014 -1.7309 -1.6517

4 OPE 4202. -11248. -14501. 9045. -10696. 8209. -0.0018 3.4688 3.2832

5 OPE 1860. -11676. -14062. 9503. -11903. 8689. -0.0063 3.4683 3.2833

6 OPE 2354. -11693. -12859. 9574. -10769. 9075. -0.0043 3.4681 3.2837

7 OPE 3736. -11294. -15784. 9056. -11868. 7909. -0.0039 3.4689 3.2827

8 SUS 851. -1191. -303. -518. 365. -854. 0.0008 -0.0007 0.0000

MAX. 4202./ 4 11693./ 6 15784./ 7 9574./ 6 11903./ 5 9075./ 6 0.006/ 5 3.469/ 7 3.284/ 6

110 Rigid Y

1 HYD -1170. -21607. 422. 0. 0. 0. -0.0067 -0.0002 0.0024

2 OPE -3996. -11914. 2596. 0. 0. 0. -5.0464 0.7894 3.2775

3 OPE 3751. -11808. -2871. 0. 0. 0. 2.2488 1.0821 -1.7212

4 OPE -3957. -11900. 2645. 0. 0. 0. -4.9844 0.8784 3.3315

5 OPE -4024. -11935. 2569. 0. 0. 0. -5.0878 0.6527 3.2476

6 OPE -3899. -11962. 2774. 0. 0. 0. -4.9256 0.4821 3.5050

7 OPE -4082. -11880. 2432. 0. 0. 0. -5.1396 1.0002 3.0622

8 SUS -3234. -11888. 171. 0. 0. 0. -0.0185 0.7097 0.0010

MAX. 4082./ 7 21607./ 1 2871./ 3 0./ 1 0./ 1 0./ 1 5.140/ 7 1.082/ 3 3.505/ 6

111 Rigid X Rigid Z Rigid RX Rigid RZ

1 HYD -1170. 0. 422. 0. 0. 0. 0.0000 -0.0002 0.0000

2 OPE -4419. 0. 2870. 0. 0. 0. 0.0000 0.7894 0.0000

3 OPE 3574. 0. -2736. 0. 0. 0. 0.0000 1.0821 0.0000

4 OPE -4300. 0. 2917. 0. 0. 6. 0.0000 0.8784 0.0000

5 OPE -4519. 0. 2844. 0. 0. -6. 0.0000 0.6527 0.0000

6 OPE -4313. 0. 3133. -6. 0. 0. 0.0000 0.4821 0.0000

7 OPE -4500. 0. 2617. 6. 0. 0. 0.0000 1.0002 0.0000

8 SUS -3234. 0. 171. 0. 0. 0. 0.0000 0.7097 0.0000

MAX. 4519./ 5 0./ 1 3133./ 6 6./ 6 0./ 1 6./ 4 0.000/ 1 1.082/ 3 0.000/ 1

112 User Design VSH

1 HYD 0. -21607. 0. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 0. -11914. 0. 0. 0. 0. 0.0000 0.5471 0.0000

3 OPE 0. -11808. 0. 0. 0. 0. 0.0000 1.2143 0.0000

4 OPE 0. -11900. 0. 0. 0. 0. 0.0000 0.6360 0.0000

5 OPE 0. -11935. 0. 0. 0. 0. 0.0000 0.4103 0.0000

6 OPE 0. -11962. 0. 0. 0. 0. 0.0000 0.2397 0.0000

7 OPE 0. -11880. 0. 0. 0. 0. 0.0000 0.7578 0.0000

8 SUS 0. -11888. 0. 0. 0. 0. 0.0000 0.7098 0.0000

MAX. 0./ 1 21607./ 1 0./ 1 0./ 1 0./ 1 0./ 1 0.000/ 5 1.214/ 3 0.000/ 6

145 Rigid X Rigid Z Rigid +Y

1 HYD 170. -12675. 1437. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE -4983. 183. 1459. 0. 0. 0. 0.0000 0.0005 0.0000

3 OPE -897. -2942. 4799. 0. 0. 0. 0.0000 0.0000 0.0000

4 OPE -2263. 722. 1581. 0. 0. 0. 0.0000 0.0021 0.0000

5 OPE -8229. -866. 596. 0. 0. 0. 0.0000 0.0000 0.0000

6 OPE -4463. -475. 5128. 0. 0. 0. 0.0000 0.0000 0.0000

7 OPE -5766. 521. -2232. 0. 0. 0. 0.0000 0.0015 0.0000

8 SUS 1827. -2176. 1015. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 8229./ 5 12675./ 1 5128./ 6 0./ 1 0./ 1 0./ 1 0.000/ 5 0.002/ 4 0.000/ 8

165 Rigid Z Rigid Y

1 HYD -62. -8707. 72. 0. 0. 0. -0.0002 0.0000 0.0000

2 OPE 6731. -10350. -6478. 0. 0. 0. 5.5021 0.0000 0.0000

3 OPE -1791. -1541. 2938. 0. 0. 0. -3.0013 0.0000 0.0000

4 OPE 7016. -10625. -6915. 0. 0. 0. 5.5032 0.0000 0.0000

5 OPE 6591. -10121. -6357. 0. 0. 0. 5.4999 0.0000 0.0000

6 OPE 6002. -9792. -5213. 0. 0. 0. 5.5017 0.0000 0.0000

7 OPE 7406. -10732. -7784. 0. 0. 0. 5.5018 0.0000 0.0000

8 SUS -34. -4991. 36. 0. 0. 0. -0.0001 0.0000 0.0000

MAX. 7406./ 7 10732./ 7 7784./ 7 0./ 1 0./ 1 0./ 1 5.503/ 4 0.000/ 7 0.000/ 7

180 Rigid Z Rigid Y

1 HYD -141. -5829. 217. 0. 0. 0. -0.0004 0.0000 0.0000

2 OPE 1376. -866. 2574. 0. 0. 0. 10.9328 0.0000 0.0000

3 OPE -1532. -2600. -1230. 0. 0. 0. -5.9589 0.0000 0.0000

4 OPE 1382. -810. 2645. 0. 0. 0. 10.9361 0.0000 0.0000

5 OPE 1399. -914. 2583. 0. 0. 0. 10.9285 0.0000 0.0000





RESTRAINT SUMMARY



6 OPE 1968. -1030. 3889. 0. 0. 0. 10.9306 0.0000 0.0000

7 OPE 808. -750. 1270. 0. 0. 0. 10.9345 0.0000 0.0000

8 SUS -63. -1924. 86. 0. 0. 0. -0.0002 0.0000 0.0000

MAX. 1968./ 6 5829./ 1 3889./ 6 0./ 1 0./ 1 0./ 1 10.936/ 4 0.000/ 6 0.000/ 1

210 Rigid Z Rigid Y

1 HYD -292. -11099. 420. 0. 0. 0. -0.0008 0.0000 0.0000

2 OPE 2790. -5011. 1965. 0. 0. 0. 15.6491 0.0000 0.0000

3 OPE -1938. -4517. -330. 0. 0. 0. -8.5287 0.0000 0.0000

4 OPE 2639. -4933. 1663. 0. 0. 0. 15.6543 0.0000 0.0000

5 OPE 2933. -5077. 2256. 0. 0. 0. 15.6430 0.0000 0.0000

6 OPE 3498. -4945. 3799. 0. 0. 0. 15.6464 0.0000 0.0000

7 OPE 2077. -5064. 129. 0. 0. 0. 15.6514 0.0000 0.0000

8 SUS -120. -4539. 173. 0. 0. 0. -0.0003 0.0000 0.0000

MAX. 3498./ 6 11099./ 1 3799./ 6 0./ 1 0./ 1 0./ 1 15.654/ 4 0.000/ 1 0.000/ 7

235 Rigid Z Rigid Y

1 HYD -256. -6034. -630. 0. 0. 0. -0.0007 0.0000 0.0000

2 OPE 1493. -1518. -2215. 0. 0. 0. 21.1286 0.0000 0.0000

3 OPE -1568. -2910. 1010. 0. 0. 0. -11.5144 0.0000 0.0000

4 OPE 1433. -1494. -2088. 0. 0. 0. 21.1342 0.0000 0.0000

5 OPE 1554. -1543. -2341. 0. 0. 0. 21.1218 0.0000 0.0000

6 OPE 1103. -1498. -1260. 0. 0. 0. 21.1265 0.0000 0.0000

7 OPE 1884. -1540. -3170. 0. 0. 0. 21.1300 0.0000 0.0000

8 SUS -104. -2400. -253. 0. 0. 0. -0.0003 0.0000 0.0000

MAX. 1884./ 7 6034./ 1 3170./ 7 0./ 1 0./ 1 0./ 1 21.134/ 4 0.000/ 5 0.000/ 8

275 Rigid GUI Rigid GUI

1 HYD 373. -383. -584. 0. 0. 0. 0.0000 -0.0323 0.0000

2 OPE -6272. 4005. 3742. 0. 0. 0. 0.0000 8.5120 0.0000

3 OPE 2643. -2122. -2662. 0. 0. 0. 0.0000 -1.1147 0.0000

4 OPE -4293. 3242. 3813. 0. 0. 0. 0.0000 8.6037 0.0000

5 OPE -8225. 4784. 3734. 0. 0. 0. 0.0000 8.3715 0.0000

6 OPE -6270. 4916. 6021. 0. 0. 0. 0.0000 8.2011 0.0000

7 OPE -6214. 3112. 1565. 0. 0. 0. 0.0000 8.7248 0.0000

8 SUS -117. 283. -590. 0. 0. 0. 0.0000 0.6971 0.0000

MAX. 8225./ 5 4916./ 6 6021./ 6 0./ 1 0./ 1 0./ 1 0.000/ 5 8.725/ 7 0.000/ 7

300 User Design VSH

1 HYD 0. -9312. 0. 0. 0. 0. -0.0011 0.0000 0.0384

2 OPE 0. -4553. 0. 0. 0. 0. -5.4385 7.3205 -0.0471

3 OPE 0. -5062. 0. 0. 0. 0. 1.5394 0.0448 0.1124

4 OPE 0. -4559. 0. 0. 0. 0. -5.4366 7.2296 -0.0602

5 OPE 0. -4574. 0. 0. 0. 0. -5.4406 7.0170 -0.0500

6 OPE 0. -4565. 0. 0. 0. 0. -5.4399 7.1418 0.1077

7 OPE 0. -4595. 0. 0. 0. 0. -5.4372 6.7096 -0.2287

8 SUS 0. -4991. 0. 0. 0. 0. 0.0006 1.0577 0.0595

MAX. 0./ 1 9312./ 1 0./ 1 0./ 1 0./ 1 0./ 1 5.441/ 5 7.321/ 2 0.229/ 7

310 Rigid Z

1 HYD 0. -189. 473. 0. 0. 0. -0.0008 -0.3261 0.0000

2 OPE -523. 718. -2220. 0. 0. 0. -4.0785 5.6019 0.0000

3 OPE 749. 69. 1881. 0. 0. 0. 1.1541 0.1061 0.0000

4 OPE -581. 781. -2433. 0. 0. 0. -4.0770 5.4762 0.0000

5 OPE -514. 660. -2092. 0. 0. 0. -4.0801 5.2411 0.0000

6 OPE -87. 113. 355. 0. 0. 0. -4.0798 5.2980 0.0000

7 OPE -1272. 1541. -4994. 0. 0. 0. -4.0771 4.9382 0.0000

8 SUS 0. 243. 607. 0. 0. 0. 0.0004 0.7211 0.0000

MAX. 1272./ 7 1541./ 7 4994./ 7 0./ 1 0./ 1 0./ 1 4.080/ 5 5.602/ 2 0.000/ 1

330 Rigid X Rigid Z

1 HYD -381. -462. -774. 0. 0. 0. 0.0000 -1.1876 0.0000

2 OPE 176. 295. 561. 0. 0. 0. 0.0000 1.2904 0.0000

3 OPE 1282. -733. -829. 0. 0. 0. 0.0000 -0.0023 0.0000

4 OPE 769. 615. 769. 0. 0. 0. 0.0000 1.1089 0.0000

5 OPE -1178. 705. 585. 0. 0. 0. 0.0000 0.9316 0.0000

6 OPE -2782. 1622. 1274. 0. 0. 0. 0.0000 0.7423 0.0000

7 OPE -1668. 671. 9. 0. 0. 0. 0.0000 0.7716 0.0000

8 SUS 219. -222. -335. 0. 0. 0. 0.0000 -0.1878 0.0000

MAX. 2782./ 6 1622./ 6 1274./ 6 0./ 1 0./ 1 0./ 1 0.000/ 8 1.290/ 2 0.000/ 3

340 Rigid Y Rigid Z

1 HYD 0. -8085. 88. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 1430. -3538. -37. 0. 0. 0. 5.4377 0.0000 0.0000

3 OPE -943. -2241. 115. 0. 0. 0. -1.5344 0.0000 0.0000

4 OPE 1587. -3930. -37. 0. 0. 0. 5.4363 0.0000 0.0000

5 OPE 1683. -4139. -67. 0. 0. 0. 5.4370 0.0000 0.0000

6 OPE 2471. -4787. 1390. 0. 0. 0. 5.4304 0.0000 0.0000

7 OPE 2307. -4271. -1497. 0. 0. 0. 5.4303 0.0000 0.0000

8 SUS 0. -3218. 63. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 2471./ 6 8085./ 1 1497./ 7 0./ 1 0./ 1 0./ 1 5.438/ 2 0.000/ 1 0.000/ 8

370 Rigid Y Rigid Z

1 HYD 0. -3786. -23. 0. 0. 0. 0.0000 0.0000 0.0000





RESTRAINT SUMMARY



2 OPE 865. -2154. 9. 0. 0. 0. 10.8800 0.0000 0.0000

3 OPE -799. -1968. -30. 0. 0. 0. -3.0717 0.0000 0.0000

4 OPE 795. -1979. 10. 0. 0. 0. 10.8784 0.0000 0.0000

5 OPE 748. -1853. 17. 0. 0. 0. 10.8793 0.0000 0.0000

6 OPE 1168. -1610. 1310. 0. 0. 0. 10.8688 0.0000 0.0000

7 OPE 1215. -1755. -1283. 0. 0. 0. 10.8685 0.0000 0.0000

8 SUS 0. -1641. -16. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 1215./ 7 3786./ 1 1310./ 6 0./ 1 0./ 1 0./ 1 10.880/ 2 0.000/ 4 0.000/ 3

400 Rigid Y Rigid Z

1 HYD 0. -4501. 6. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 654. -1632. -3. 0. 0. 0. 16.3249 0.0000 0.0000

3 OPE -676. -1683. 8. 0. 0. 0. -4.6115 0.0000 0.0000

4 OPE 673. -1680. -3. 0. 0. 0. 16.3228 0.0000 0.0000

5 OPE 687. -1714. -5. 0. 0. 0. 16.3238 0.0000 0.0000

6 OPE 1151. -1780. 1097. 0. 0. 0. 16.3109 0.0000 0.0000

7 OPE 1138. -1740. -1104. 0. 0. 0. 16.3105 0.0000 0.0000

8 SUS 0. -1772. 4. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 1151./ 6 4501./ 1 1104./ 7 0./ 1 0./ 1 0./ 1 16.325/ 2 0.000/ 6 0.000/ 3

410 Rigid Y Rigid Z

1 HYD 0. -3236. -1. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 536. -1338. 1. 0. 0. 0. 20.2058 0.0000 0.0000

3 OPE -531. -1327. -2. 0. 0. 0. -5.7101 0.0000 0.0000

4 OPE 531. -1327. 1. 0. 0. 0. 20.2038 0.0000 0.0000

5 OPE 528. -1319. 1. 0. 0. 0. 20.2048 0.0000 0.0000

6 OPE 870. -1304. 870. 0. 0. 0. 20.1911 0.0000 0.0000

7 OPE 873. -1313. -869. 0. 0. 0. 20.1907 0.0000 0.0000

8 SUS 0. -1306. -1. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 873./ 7 3236./ 1 870./ 6 0./ 1 0./ 1 0./ 1 20.206/ 2 0.000/ 2 0.000/ 3

470 Rigid Z Rigid X Rigid +Y

1 HYD -146. -3080. 517. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE -4438. 1120. 4795. 0. 0. 0. 0.0000 0.0032 0.0000

3 OPE 2215. -2793. -2677. 0. 0. 0. 0.0000 0.0000 0.0000

4 OPE -4161. 1195. 4835. 0. 0. 0. 0.0000 0.0034 0.0000

5 OPE -4727. 1031. 4765. 0. 0. 0. 0.0000 0.0029 0.0000

6 OPE -4733. 969. 5604. 0. 0. 0. 0.0000 0.0028 0.0000

7 OPE -5360. 1234. 3990. 0. 0. 0. 0.0000 0.0035 0.0000

8 SUS 117. -1217. 260. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 5360./ 7 3080./ 1 5604./ 6 0./ 1 0./ 1 0./ 1 0.000/ 8 0.004/ 7 0.000/ 1

490 Rigid Y Rigid Z

1 HYD 0. -1750. -278. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 1913. -2365. -2418. 0. 0. 0. 2.5959 0.0000 0.0000

3 OPE -627. -261. 1307. 0. 0. 0. -2.2261 0.0000 0.0000

4 OPE 1927. -2384. -2434. 0. 0. 0. 2.5958 0.0000 0.0000

5 OPE 1897. -2335. -2408. 0. 0. 0. 2.5960 0.0000 0.0000

6 OPE 1636. -2263. -1827. 0. 0. 0. 2.5944 0.0000 0.0000

7 OPE 2184. -2445. -3014. 0. 0. 0. 2.5932 0.0000 0.0000

8 SUS 0. -1060. -116. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 2184./ 7 2445./ 7 3014./ 7 0./ 1 0./ 1 0./ 1 2.596/ 5 0.000/ 1 0.000/ 8

500 Rigid Y Rigid Z

1 HYD 0. -2544. 54. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 586. -992. 473. 0. 0. 0. 6.0568 0.0000 0.0000

3 OPE -663. -1403. -256. 0. 0. 0. -5.1894 0.0000 0.0000

4 OPE 586. -988. 476. 0. 0. 0. 6.0567 0.0000 0.0000

5 OPE 588. -998. 471. 0. 0. 0. 6.0569 0.0000 0.0000

6 OPE 896. -1012. 1228. 0. 0. 0. 6.0521 0.0000 0.0000

7 OPE 503. -976. -281. 0. 0. 0. 6.0525 0.0000 0.0000

8 SUS 0. -1246. 23. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 896./ 6 2544./ 1 1228./ 6 0./ 1 0./ 1 0./ 1 6.057/ 5 0.000/ 6 0.000/ 3

510 Rigid Y Rigid Z

1 HYD 0. -2653. -15. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 617. -1414. -128. 0. 0. 0. 9.1225 0.0000 0.0000

3 OPE -549. -1303. 69. 0. 0. 0. -7.8145 0.0000 0.0000

4 OPE 618. -1415. -129. 0. 0. 0. 9.1223 0.0000 0.0000

5 OPE 616. -1413. -127. 0. 0. 0. 9.1225 0.0000 0.0000

6 OPE 834. -1409. 676. 0. 0. 0. 9.1161 0.0000 0.0000

7 OPE 940. -1418. -932. 0. 0. 0. 9.1161 0.0000 0.0000

8 SUS 0. -1345. -6. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 940./ 7 2653./ 1 932./ 7 0./ 1 0./ 1 0./ 1 9.123/ 5 0.000/ 7 0.000/ 4

520 Rigid Y Rigid Z

1 HYD 0. -1563. 2. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 318. -776. 18. 0. 0. 0. 12.5371 0.0000 0.0000

3 OPE -321. -792. -10. 0. 0. 0. -10.7389 0.0000 0.0000

4 OPE 318. -776. 19. 0. 0. 0. 12.5369 0.0000 0.0000

5 OPE 318. -776. 18. 0. 0. 0. 12.5372 0.0000 0.0000

6 OPE 506. -776. 490. 0. 0. 0. 12.5299 0.0000 0.0000

7 OPE 491. -775. -453. 0. 0. 0. 12.5300 0.0000 0.0000





RESTRAINT SUMMARY



8 SUS 0. -786. 1. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 506./ 6 1563./ 1 490./ 6 0./ 1 0./ 1 0./ 1 12.537/ 5 0.000/ 3 0.000/ 6

615 Rigid +Y Rigid X

1 HYD 46. -4144. 1119. 0. 0. 0. 0.0000 0.0000 0.0063

2 OPE -233. 33. -87. 0. 0. 0. 0.0000 1.4106 -3.7765

3 OPE -15. -2289. 922. 0. 0. 0. 0.0000 0.0000 3.1139

4 OPE 656. 81. -250. 0. 0. 0. 0.0000 1.2225 -3.7656

5 OPE -1139. 113. -441. 0. 0. 0. 0.0000 0.9569 -3.7499

6 OPE -285. 30. -110. 0. 0. 0. 0.0000 1.0019 -3.7350

7 OPE -135. 12. -53. 0. 0. 0. 0.0000 0.8279 -3.7786

8 SUS -63. -1572. -170. 0. 0. 0. 0.0000 0.0000 -0.0008

MAX. 1139./ 5 4144./ 1 1119./ 1 0./ 1 0./ 1 0./ 1 0.000/ 8 1.411/ 2 3.779/ 7

640 Rigid Z Rigid +Y Rigid X

1 HYD -12. -4001. -597. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE -397. -1554. -524. 0. 0. 0. 0.0000 0.0000 0.0000

3 OPE 638. -2206. -273. 0. 0. 0. 0.0000 0.0000 0.0000

4 OPE 632. -1650. -506. 0. 0. 0. 0.0000 0.0000 0.0000

5 OPE -1416. -1548. -130. 0. 0. 0. 0.0000 0.0000 0.0000

6 OPE -127. -1566. 361. 0. 0. 0. 0.0000 0.0000 0.0000

7 OPE -683. -1709. -1447. 0. 0. 0. 0.0000 0.0000 0.0000

8 SUS 47. -2010. 120. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 1416./ 5 4001./ 1 1447./ 7 0./ 1 0./ 1 0./ 1 0.000/ 6 0.000/ 8 0.000/ 4

660 Rigid Y Rigid X

1 HYD -12. -1465. 139. 0. 0. 0. 0.0000 0.0000 0.0008

2 OPE 314. -861. 470. 0. 0. 0. 0.0000 0.0000 2.7194

3 OPE -465. -759. -490. 0. 0. 0. 0.0000 0.0000 -1.8954

4 OPE 630. -803. 573. 0. 0. 0. 0.0000 0.0000 2.5878

5 OPE 0. -876. 350. 0. 0. 0. 0.0000 0.0000 2.8513

6 OPE 102. -903. 402. 0. 0. 0. 0.0000 0.0000 3.4035

7 OPE 536. -748. 513. 0. 0. 0. 0.0000 0.0000 2.0463

8 SUS -22. -739. 65. 0. 0. 0. 0.0000 0.0000 0.0003

MAX. 630./ 4 1465./ 1 573./ 4 0./ 1 0./ 1 0./ 1 0.000/ 3 0.000/ 6 3.404/ 6

720 Rigid Y Rigid X

1 HYD 238. -6424. -224. 0. 0. 0. 0.0000 0.0000 -0.0007

2 OPE -6851. -1244. -3238. 0. 0. 0. 0.0000 0.0000 -3.6467

3 OPE 8031. -3825. 4743. 0. 0. 0. 0.0000 0.0000 3.1146

4 OPE -5432. -1238. -2668. 0. 0. 0. 0.0000 0.0000 -3.6496

5 OPE -8223. -1256. -3792. 0. 0. 0. 0.0000 0.0000 -3.6460

6 OPE -7126. -1221. -3338. 0. 0. 0. 0.0000 0.0000 -3.6447

7 OPE -6609. -1268. -3151. 0. 0. 0. 0.0000 0.0000 -3.6496

8 SUS 421. -2566. -150. 0. 0. 0. 0.0000 0.0000 -0.0004

MAX. 8223./ 5 6424./ 1 4743./ 3 0./ 1 0./ 1 0./ 1 0.000/ 5 0.000/ 1 3.650/ 4

730 Rigid Z Rigid Y Rigid X

1 HYD -14. -1836. -223. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 1136. -390. 10267. 0. 0. 0. 0.0000 0.0000 0.0000

3 OPE -1420. -985. -11434. 0. 0. 0. 0.0000 0.0000 0.0000

4 OPE 1626. -387. 9390. 0. 0. 0. 0.0000 0.0000 0.0000

5 OPE 642. -386. 10493. 0. 0. 0. 0.0000 0.0000 0.0000

6 OPE 1175. -414. 10879. 0. 0. 0. 0.0000 0.0000 0.0000

7 OPE 1105. -365. 9411. 0. 0. 0. 0.0000 0.0000 0.0000

8 SUS -80. -738. -130. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 1626./ 4 1836./ 1 11434./ 3 0./ 1 0./ 1 0./ 1 0.000/ 1 0.000/ 3 0.000/ 3

825 Rigid Y Rigid X

1 HYD 387. -7820. -969. 0. 0. 0. 0.0000 0.0000 -0.0047

2 OPE -349. -1741. 836. 0. 0. 0. 0.0000 0.0000 1.8947

3 OPE 190. -4743. -1973. 0. 0. 0. 0.0000 0.0000 -0.3432

4 OPE 1438. -1762. 1280. 0. 0. 0. 0.0000 0.0000 1.7567

5 OPE -2079. -1212. 1316. 0. 0. 0. 0.0000 0.0000 1.6992

6 OPE -344. -2061. 962. 0. 0. 0. 0.0000 0.0000 2.0551

7 OPE -351. -1389. 696. 0. 0. 0. 0.0000 0.0000 1.7178

8 SUS 167. -3198. -522. 0. 0. 0. 0.0000 0.0000 -0.0026

MAX. 2079./ 5 7820./ 1 1973./ 3 0./ 1 0./ 1 0./ 1 0.000/ 1 0.000/ 6 2.055/ 6

850 Rigid Y Rigid GUI Rigid GUI

1 HYD -323. -3029. -78. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 911. 42. 2725. 0. 0. 0. 0.0000 0.0000 0.0000

3 OPE -422. -1551. -991. 0. 0. 0. 0.0000 0.0000 0.0000

4 OPE 1264. 128. 2609. 0. 0. 0. 0.0000 0.0000 0.0000

5 OPE 492. -106. 2676. 0. 0. 0. 0.0000 0.0000 0.0000

6 OPE 906. 148. 3179. 0. 0. 0. 0.0000 0.0000 0.0000

7 OPE 913. -69. 2263. 0. 0. 0. 0.0000 0.0000 0.0000

8 SUS -133. -1214. -31. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 1264./ 4 3029./ 1 3179./ 6 0./ 1 0./ 1 0./ 1 0.000/ 5 0.000/ 4 0.000/ 3

930 Rigid Z Rigid +Y Rigid X

1 HYD 1041. -7943. 4. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE 4878. -3678. 39. 0. 0. 0. 0.0000 0.0000 0.0000





RESTRAINT SUMMARY



3 OPE -2173. -2662. -685. 0. 0. 0. 0.0000 0.0000 0.0000

4 OPE 6445. -3657. 24. 0. 0. 0. 0.0000 0.0000 0.0000

5 OPE 3315. -3715. 46. 0. 0. 0. 0.0000 0.0000 0.0000

6 OPE 4861. -3601. 379. 0. 0. 0. 0.0000 0.0000 0.0000

7 OPE 4896. -3755. -302. 0. 0. 0. 0.0000 0.0000 0.0000

8 SUS 418. -3191. -3. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 6445./ 4 7943./ 1 685./ 3 0./ 1 0./ 1 0./ 1 0.000/ 8 0.000/ 1 0.000/ 1

940 Rigid Y Rigid X

1 HYD -242. -1795. 0. 0. 0. 0. 0.0000 0.0000 0.0000

2 OPE -1577. -652. -891. 0. 0. 0. 0.0000 0.0000 -3.4654

3 OPE 645. -753. 559. 0. 0. 0. 0.0000 0.0000 1.5418

4 OPE -1082. -657. -696. 0. 0. 0. 0.0000 0.0000 -3.4660

5 OPE -2073. -643. -1087. 0. 0. 0. 0.0000 0.0000 -3.4648

6 OPE -1556. -674. -892. 0. 0. 0. 0.0000 0.0000 -3.4654

7 OPE -1597. -629. -891. 0. 0. 0. 0.0000 0.0000 -3.4654

8 SUS -98. -718. 0. 0. 0. 0. 0.0000 0.0000 0.0000

MAX. 2073./ 5 1795./ 1 1087./ 5 0./ 1 0./ 1 0./ 1 0.000/ 1 0.000/ 1 3.466/ 4

1000 Rigid ANC

1 HYD 800. -6270. -575. 14611. 2078. 95. 0.0000 0.0000 0.0000

2 OPE 3040. -12145. -14312. 2769. -4568. 1276. 0.0000 0.0000 0.0000

3 OPE -2648. 3719. 8587. 6307. -58. -933. 0.0000 0.0000 0.0000

4 OPE 13805. -11977. -14501. 1763. 3244. -18087. 0.0000 0.0000 0.0000

5 OPE -7743. -12405. -14062. 4200. -12354. 20824. 0.0000 0.0000 0.0000

6 OPE 2354. -12422. -7763. 13071. -5532. 3576. 0.0000 0.0000 0.0000

7 OPE 3736. -12023. -20880. -7073. -3555. -819. 0.0000 0.0000 0.0000

8 SUS 851. -1920. -303. 2990. 2257. -2841. 0.0000 0.0000 0.0000

MAX. 13805./ 4 12422./ 6 20880./ 7 14611./ 1 12354./ 5 20824./ 5 0.000/ 4 0.000/ 6 0.000/ 7




STRESS SUMMARY

CASE 8 (SUS) W+P1+H

**** CODE STRESS CHECK PASSED

PIPING CODE: B31.3 -2002, April 30, 2002

HIGHEST STRESSES: (MPa )

CODE STRESS %: 37.9 @NODE 110 STRESS: 52.3 ALLOWABLE: 138.

BENDING STRESS: 22.5 @NODE 110

TORSIONAL STRESS: 3.6 @NODE 898

AXIAL STRESS: 35.6 @NODE 293

HOOP STRESS: 71.0 @NODE 275

3D MAX INTENSITY: 73.6 @NODE 898




STRESS REPORT, Stresses on Elements

CASE 8 (SUS) W+P1+H

-------------Stresses(MPa )------------- STRESS ----Stress(MPa )----

ELEMENT AXIAL BENDING TORSION HOOP MAX 3D STRESS INTENSIFICATION CODE ALLOWABLE %

NODES STRESS STRESS STRESS STRESS INTENSITY IN-PLANE OUT-PLANE STRESS STRESS




STRESS SUMMARY

CASE 20 (EXP) L20=L17,L18,L19














CASE 20 (EXP) L20=L17,L18,L19




145 -1.29 26.74 -0.34 0.00 44.14 1.000 1.000 26.74 206.82 13.

147 -1.29 121.97 0.34 0.00 194.01 2.975 3.633 121.97 206.82 59.

110 -1.58 126.68 -3.94 0.00 206.97 2.975 3.633 127.08 206.82 61.

275 -1.58 26.96 5.02 0.00 53.62 1.000 1.000 28.77 206.82 14.




STRESS SUMMARY

CASE 21 (OCC) L21=L13,L14,L...














CASE 21 (OCC) L21=L13,L14,L...




CAESAR II Ver.4.50 [050407] Date:JUL 11,2005 Time:10:58 Page: i



LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS

CASE --------TITLE---------

CASE 1 (HYD) WW+HP+H







CASE 8 (SUS) W+P1+H

CASE 9 (OCC) L9=L4-L2




CASE 13 (OCC) L13=L9+L8




CASE 17 (EXP) L17=L2-L8



CASE 20 (EXP) L20=L17,L18,L19

CASE 21 (OCC) L21=L13,L14,L15,L16

TABLE OF CONTENTS -- STATIC OUTPUT

-----------------REPORT----------------- ----------LOAD CASE---------- -PAGE-

INPUT LISTING - N/A - 1

DISPLACEMENT REPORT, Nodal Movements CASE 2 (OPE) W+T1+P1+H 21

DISPLACEMENT REPORT, Nodal Movements CASE 8 (SUS) W+P1+H 23

RESTRAINT SUMMARY VARIOUS 25

STRESS SUMMARY CASE 8 (SUS) W+P1+H 31

STRESS REPORT, Stresses on Elements CASE 8 (SUS) W+P1+H 32

STRESS SUMMARY CASE 20 (EXP) L20=L17,L18,L19 33

STRESS REPORT, Stresses on Elements CASE 20 (EXP) L20=L17,L18,L19 34

STRESS SUMMARY CASE 21 (OCC) L21=L13,L14,L... 35

STRESS REPORT, Stresses on Elements CASE 21 (OCC) L21=L13,L14,L... 36

sk 026a r2 static output

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