ML20116J988

Rev 0 to Evaluation of Effect of Bent Hanger Rod on Piping Analysis CR-5

ML20116J988
Person / Time
Site:	Crystal River
Issue date:	08/01/1996
From:	FLORIDA POWER CORP.
To:
Shared Package
ML20116J740	List: 3F0896-06, Forwards Listed Info in Response to Request in for Addl Info Re Util Evaluation of Operability of Two Main Steam Hangers Found to Be Bent ML20116J805 ML20116J812 ML20116J819 ML20116J825 ML20116J936 ML20116J952 ML20116J988
References
S96-0129, S96-0129-R00, S96-129, S96-129-R, NUDOCS 9608140171
Download: ML20116J988 (142)

Text

. _ _ _. _... _ _. _ _ _ _ _ _ _ _ _..

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i Florida INTEROFFICE CORRESPONDENCE

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Nuclear Engineenno NA1E 3443 l

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SUBJECT. Crystal River Unit 3 j

Quality Document Transmittal-Analysis / Calculation i

To Records Management NR2A l

The following analysis / calculation package is submitted as the QA Record copy:

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TOTAL PAGES TRANSMITTED j

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i Tnu Evaluation of the Effect of a Bent Hanger Rod on Piping Analysis CR-5 i

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SUMMARY

Di$CIPLINE CONTROL NO RIM 640N LEVEL DOCUMENT IDENTIFICATION NUMBER S

96-0129 0

TTTLE CLAS8FICATION (CHECK ONE)

Evaluation of the Effect of a Bent Hanger Rod on Piping Analysis CR 5 E see.ty R.6sted O Noi s e.ey R.t.i.d MAASPCOWIWEERE NUMSER n/a

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Design Engineer DN( M Original issue th%

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Date l

Verification Engineer

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Date/uethod-r//pg g

Supervisor

[.[h d Date S// /$

D d ' VERIFICATION METHODS: R - Design Review; A - Attemate Calculation; T - Qualification Testing DESCRISE 8ELOW IF METHOO OF VERIFICATION WAS OTMER THAN DE$4GN REylEW PURPOSE

SUMMARY

See Sheet 1 REsuLis suuuARY See Sheet 5 liter 446 M LAD elPlut W Dhaamur W

Jglorida DESIGN ANALYSIS / CALCULATION fS*I crystai mver unit s g

V Page 1 of 5 DOCUutNT CENTWICATOs NO N vWoh S96-0129 0

1

Purpose:

This calculaten will evaluate the significance of a bent rod hanger with respect to piping analysis efforts and the results of those efforts. This evaluation is prompted by the discovery of two Main Steam supports with bent rods. The supports (MSH 138 and MSH-278) were constructed of 2" diameter steel eye rod,2" i

diameter hanger rod, a forged clevis, a tumbuckle, a pipe clamp and end brackets. The total assembly is approximately 10' long, from top of pipe to beam attachment. In the as-found condition the hanger rod was bent to result in approximately 2" out of alignment. This calculation will determine the change in support stiffness that will result from the bent condition of the rod and how this will affect the piping anatysa As this is intended to be an investigational tool, this calculation will be limited to an evaluation of one to the two MS piping runs containing one of the bent hanger rods (MSH-278).

Il Desian inputs:

A.

Piping analysis will be based on the configuration of the piping as shown on drawings 305-752 and 305-825, using dimensional information denved from 79-14 field walkdowns. The use of 79-14 information differs from that contained in the existing analysis of record.

B.

Valve weight and CG information will be based on that information shown on 305 drawings or

(

developed from original analysis inputs.

\\

C.

Response spectra used in the analyses will be based on ESQPM requirements and the spectra used in enginal analysis efforts. Onginal analysis efforts used spectra CRW2. This spectra is not currently included in the CR3 ESOPM. However, a copy of this information is included in Calculation S73-0001. Based on MDG-1 section 7.4.1.1 (ref D) the vertical spectra was taken as the Ground Response Spectra (GRS) and CRW2 was used as the honzontal spectra. CRW2 envelops the GRS.

A portion of the analyzed piping is supported from the Turbine building structure. The ESQPM does not provide spectra for the TB. As the piping model included this portion of piping solely for the purpose of evaluating the "non safety" piping effect of the " safety related" piping, the use of the selected spectra does not affect the conservatism of this analysis.

D.

A portion of 6" auxiliary steam piping, from MSV-56, is included in the model. This is in an effort to account for the affects of this piping on the 24" piping. Analysis CR-56 includes a complete analysis of the 6" piping from the connection to the 24" MS piping. This piping is modeled with a free end on CR 5. Because of the independent qualification of the 6" piping and the incomplete modeling, support loads and stresses applicable to this piping will not be evaluated.

E.

A portion of 6* non-safety piping connecting 24" non-safety Main Steam piping to the Monsture Separator is also included in the model. The model does not include the complete piping configuration and only one spring support was accounted for. As with the Aux Steam, the piping was modeled as a free end. The model is not representative of the complete piping support scheme and the piping was included for modeling purposes only. As a result, support loads and stresses applicable to this piping will not be evaluated.

F.

Piping analyses typically model supports as rigid (strffness, K). Where K is in the range of 10E9 pounds per inch. For this evaluation an approximate K for the straight rod (MSH-278) will be vg estabished. This value wiu be used in the piping analysis in lieu of the rigid assumption. A K for the bent rod also will be established and additional analyses wiH determine support loads and pipe stresses with the modified support stiffness. A compenson of the analyses results will determine the significance of the bent rod.

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9 CoOE glorida DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Page 2 of 5 DOCUMENT DENTiFsCATION NO REW$4CN S96-0129 0

11 Deslan inputs: (Cont.)

G.

Dimensions for relief valves MSV-48F, MSV-45F, MSV-41F, and MSV-36F are taken from drawing 305-750, Table A. Some minor dimensional discrepancies exist between drawings 305-750,305-752, and the various piping analysis. Also, a discrepancy exists between valve weight listed on 305-812 for MSV-41F (857#) and weight shown on 305-752 (1257#). This analysis will use the more conservative weight of 1257 pounds. These discrepancies are considered minor for the purpose of this calculation.

111 Assumptions:

As stated in the calculation (none that require future venfication).

IV

References:

A.

Calculation M 75-0012, revision 0 (CR-5)

B.

Calculation M 92-0016, revision 0 (CR56)

C.

CR3 ESOPM, revision 8 D.

CR3 Mechanical Design Guide MDG-1, revision 0 E.

CAEPICE User Manual

)

F.

STAAD 111 Reference Manual 3

G.

Drawing 305-752, revision 2 H.

Drawing 305-812, revision 0 1.

Drawing 305-825, revision 4 J.

PR 96-0180 K.

Drawing 305-750, revision 1 L.

Calculation S73-0001, revision 0 M.

MSH-220 revision 6 N.

MSH-27B revision 1 O.

MSH-28 revision 3 P.

MSH-216 revision 4 i

Q.

MSH-244 revision 3 R.

MSH-17 revision 4 S.

MSH-18 revision 4 T.

MSH-19 revision 4 j

U.

MSH-20 revision 3 V.

MSH-21 revision 3 W.

MSH-22 revision 4 X.

MSH-23 revision 3 Y.

MSH-24 revision 3 Z.

MSH-25 revision 4 AA.

MSH-26 revision 4 BB.

MSH-228 revision 2 CC.

MSH-229 revision 3 DD.

MSH-230 revision 3 EE.

MSH-231 revision 2 FF.

MSH-117 revision 2 i

GG. MSH-119 revision 2 HH.

MSH-232 revision 4 ll.

MSH-121 revisaon 3 nu.=r=-r.--- -

l 9

c=lorida F

DESIGN ANALYSIS / CALCULATION Power Crystal River Unit 3

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Page 3 of 5 S96 0129 0

IV

References:

(Cont.)

i JJ.

MSH-124 revision 1 Computer software:

STAAD-Ill CS-94-008 CAEPIPE CS-95-014 V

Detailed Calculations:

Per attachment E, a 2" diameter x 10' straight rod hanger similar to MSH-27B will see an elongation =

.00132 under a 1000 lb load. This indicates a stiffness (K) of 1000/.00132 = 7.576 x 10 ^5 lbs/ inch Per attachment F, a 2" diameter x 10' rod hanger with a bend resulting in a 2" deformation at the mid point will see an elongation of.00835" under a 1000 lb. load. This indicates the K = 1000/.00835 = 1.198

{

x 10^5 lbs/ inch l

These values were used in the attached evaluations of the piping loads and stresses. Attachments A and

)

O B evaluate the piping using the K for the straight rod (XY and YZ seismic). Attachments C and D evaluate the piping using the stiffness of the bent rod.

Based on an inspection of the stress reports (Attachments A, B, C, and D), All 24" piping stress levels are within the code established allowables. This applies to all four analysis runs. An inspection of the reports show some code allowables being exceeded. However, these stresses are for the small pipe that is modeled in. See Design inputs, Section ll, items D and E for a discussion on these two pipes. The stresses listed for all four reports are approximately the same. Therefore, it appears the bent rod does not affect the piping stresses.

Based on an inspection of the support loading (see attachment G) it appears the addition of the actual stiffness of the hanger has an affect on the deadweight loadings on MSH-278 and the supports in the area of MSH-278. This change is most dramatic when the original analysis loads are compared with the anatysis modeling the hanger st:ffness. The differences between the analysis modeling the straight rod versus the bent rod is not as significant. The large differences between the original anatysis and the new analysis is attributed to the increase in flexibilrty. With the original analysis, MSH-27B was modeled as a rigid support. The flexible support resulted in a redistnbution of the pipe deadweight to adjacent supports that maintained the stiffness of the original analysis.

Thermal and seismic loadings are not dramatically different. The differences can be due to several factors, the changes in the model based on the as-built dimensions, the stiffness changes or the shift in response due to frequency changes. The piping is very flexible with about 50 modes less than 50 hz. The mass participating with each mode varies. The two peaks in the CRW2 spectra can affect the support loading a great deal with small shifts in response. As a result it is difficult to assess the significance / reason for the support loading differences. A further explanation on differences between the existing analysis and the new runs contaened in this calculation is the difference in computer software and computer technology over the approximate twenty year time span between anatyzes.

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DESIGN ANALYSIS / CALCULATION g,lorida coMrU Crystal River Unit 3 Page 4 of 5 OOCUMtwi 06NTWiCATKm NO REVtSKA S96-0129 0

V Detailed Calculations: (cont)

Based on an inspection of the support loads the following can be observed.

1)

Spnng loads are in reasonable agreement with the original analysis loadings. Except, for MSH-22 that shows new loads about half the onginal analysis loads and MSH-23 that shows new loads that are about double the enginal analysis loads. These two hangers are adjacent spnngs on the 24" diameter run of pipe and the riew loads appear to be sirnply redistnbution of the loads. This redistnbution seems to be due to the difference in original dirnensions versus the 79-14 dimensions used in the newer analyses. Again, the new loads are in reasonable agreement with loads shown on hanger drawings. This has apparently already been addressed in the 79-14 files.

2)

MSH-220 (an Fx, Fy and Mz support) The new Fx and Mz loadings are less than the original analysis results. The Maximum Fy loading from the new analysis is 32% greater than the original design value but this is a compression load applied to a structure that can support significantly larger compressive loading.

3)

MSA-18 (an anchor /six way restraint) All of the original design loads are greater than the results of the new analyses.

4)

The onginal design loading on MSH-244 was greater than the new analysis results.

5)

The original analysis loading for MSH-216 was -22,676. The maximum new loading is -23,801 which is greater. The support is constructed of 2-2" dia. rod hangers. As a result the supports capacity exceeds 40,000 lbs.

6)

The original analysis loading for MSH-28 was -11,115. The maximum new loading is -11,241 which is greater. Again, the support is constructed of 2-2" dia. rod hangers. As a result the supports capacity exceeds 40,000 lbs.

7)

The maximum new load applied to MSH-28B is lower than the onginal analysis loading.

I 8)

With the exception of MSH-121, the loads on snubbers are in general agreement and less than 10,000 lbs. With the exception of MSH-119,121 and 124, the snubbers installed are 5" bore units.

These snubbers have a catalog (assumed to be upset values) capacity of 49,400 pounds. MSH-l 119,121 and 124 are 2-1/2" bore units. The catalog empar'ty of the 2-1/2" snubbers is 10,200 pounds. This is less than the 10,415 pound faulted loading. As the 10,200 is an upset value the i

I faulted capacity is approximately 1.33 x 10,200 = 13,566 pounds.

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@ co8E glorida DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 O

Page 5 of 5 occmur etnicaru:n o ne vmo.,

S96-0129 0

VI Results and

Conclusions:

The piping analysis runs documented in this calculation show that the 24" diameter Main Steam piping system is adequate. Pipe stresses in the areas of adequate modeling and of interest are within code allowables. The support loads have not been venfied to the level of standard qualification but the loadings appear to be within the load margins provided with onginal design. It is acknowledged that there are some differences between the piping analysis of record and the analysis runs in this calculation. This is the result of several factors. The actual support spacing used in the new analysis resulted in a redistnbution of support loading. Modeling the stiffness of MSH-27B also resulted in a redistnbution of support loading.

The shifts in seismic response due to small changes in the piping model (This is especially true with respect to piping that is supported in a manner to provide maximum flexibility for thermal growth). Despite the differences in the modeling and the analysis results, the qualification of the pipe or pipe supports has not changed.

The results, also, indicate that the piping is adequately supported to insure code compliance and the supports provided are also adequate for design loading, despite the bend in rod hanger MSH-27B.

Vil Attachments:

A.

CRSA Straight Rod XY seismic analysis, 31 pages B.

CR5B Straight Rod ZY seismic analysis, 31 pages C.

CR5C Bent Rod XY seismic analysis, 31 pages D.

CRSD Bent Rod ZY seismic analysis, 28 pages E.

STAAD Analysis for Straight Rod Stiffness,6 pages F.

STAAD Analysis for Bent Rod Stiffness,6 pages G.

EXCEL Spreadsheet for comparison of original and new analysis support loading, 4 pages tt%

i l

CAEPIPE 386 CR-5A Page 1-Version 3.72 CR.5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 O

i i

CAEPIPE Version 3.72 Client F. P. C.

Project Evaluation of effect of bent rod hanger j

File Number S 96-0129 i

i Report Number. Attachment A 1

j Model Name CR-SA Title CR-5 W/ Rod Hangers, X CRW2 Y GRS Spectra j

bbtith i

k 1

I j

Prepared by

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/

Date:

l DT L. Jop11r g/

4 Checked by Date: [/fg C. G. Pug #

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i k'

4 1

2 k

v w

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=

CAEPIPE 386 CR-5A Page 2 version 3.72

.CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 s

Piping code - B31.1 (1967)

Do not use 11beral allowable stresses Exclude axial' force in stress calculations Reference temperature - 70 (F)

Number.of thermal cycles = 7000 Use modulus at reference temperature

~ Include hanger stiffness Include Bourdon effect f

Do not use pressure correction for bends Pressure stress - PD / 4t i

Peak pressure factor - 1.00 Cut off frequency - 50 Hz i

Number of modes - 50 Include missing mass correction Do not use friction in dynamic analysts Vertical direction - Y 1

1 From Anchor 2

3 Bend

-12'6" 1

1 1

3 6

11.854 1

1 1

User hanger 4

7 3.583 1

1 1

)

5 14 8.333 1

1 1

Snubber

'p6 d

17 Bend 7.583 1

1 1

7 20 7'6" 1

1 1

User hanger 8

23 16.333 1

1 1

User hanger 9

25 18.792 1

1 1

User hanger 10 27 3.333 1

1 1

Snubber 11 29 14'5" 1

1-1 User hanger 12 31 Bend 7'0" 1

1 1

13 34 15'0" 1

1 1

User hanger 14 35 5*6" 1

1 1

Snubber j

15 39 Bend 7'6" 1

1 1

i 16 40

-6'0" 1

1 1

User hanger 17 41 Bend

-3'0" 1

1 1

18 43 7'7-1/2" 1

1 1

Snubber 19 44 6.042 1

1 1

Snubber 20 47 3.646 1

1 1

User hanger 21 50 18.583 1

1 1

User hanger

)

22 52 4'0" 1

1 1

Snubber 23 55 12'9" 1

1 1

User hanger 24 57 6'9-3/4" 1

1 1

Snubber 25 58 1.458 1

1 1

Anchor 26 59 2'0" 1

1 1

Snubber 27 61 2.062 1

1 1

l 28 62 Valve l'11" 1

1 1

29 64 Valve 3'11" 1

1 1

l_

30 65 0'9-3/4" 1

1 1

Rod hanger 1

67 Bend 9'8" 1

1 1

,iC 2

70 0.218

-12'6" 1

1 1

Snubber 1

33 73 0.069

-4'0" 1

1 1

i 34 102 0.032

-1.833 1

1 1

Rod hanger 35 103' O.091

-5.208 1

1 1

I CAEPIPE 386 CR 5A Page 3 version 3.72 CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27 96

[ hobh hh h bk[fk n") bh[fk n"h bkkhk n"h hkk khc kokb bkha

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36 112 0.044 2.500 1

1 1

37 121 0.025

-1.458 1

1 1

Anchor 38 122 0.018

-1.042 1

1 1

39 131 0.044

-2.500 1

1 1

40 140 0.044

-2'6" 1

1 1

Rod hanger al 144 0.218 12.512 1

1 1

Anchor 42 7 From 43 700 Bend 8.964 1

2 2

44 710 0.320 0.320 1

2 2

l 45 720 Bend 0.320 0.320 1

2 2

i 46 730 0'3-3/4" 1

2 2

47 740 Valve 0*9" 1

2 2

48 750 Valve O'9" 1

2 2

l

~49 760 1.542 1

2 2

User hanger l

l 50 62 From l

51 63 Rigid 3'0" 2'5" 1

2 2

Conc mass i

52 73 From

'53 74 1.416 1

2 2

54 75 Reducer 0.450

.1 2

2 55 76 Valve 0.450 1

2 2

56 77 Rigid 1.458 1

2 2

Conc mass l

57 76 From l

58 78 Valve 0.450 1

2 2

l 59 79 Reducer -0.450 1

2.

2 l O SO 80 Bend

-7.600 1

2 2

' d 61 82 4.104 1

2 2

Snubber 62 840 2.042

-1 2

2 User hanger i

63 84 Bend l'6" 1

2 2

l 64 87

-l'0" 1

2 2

Snubber 65 89

-7'10-1/2" 1 2

2 Snubber l

66 92

-3'3" 1

2 2

Snubber 67 94 Bend'

-2'0" 1

2 2

68 96

-1.833 1

2 2

User hanger' 69 98

-20.083 1

2 2

Rod hanger i

70 99 7'0" 1

2 2

Snubber i

71 101

-l'0" 1

2 2

72 103 From 73 104 1.224 1

2 2

74 105 0'6-3/4" 1

2 2

Flange 75 106 Valve 1.177 1

2 2

76 107 Rigid 0.083 0.984 1

2 2

Conc mass 77 106 From 78 108 Valve 0.833 1

4 4

79 109 0.698 1

4 4

Flange 80 110 Bend 0*8" 1

4 4

81 111 1.002 1.002 1

4 4

Conc mass 82 112 From 83 113 1.224 1

2 2

84 114 0'6-3/4" 1

2 2

Flange 85 115 Valve 1.344 1

2 2

4 l

6 116 Rigid 0.083 0.817 1

2 2

Conc mass 87 115 From i

88 117 Valve O'10-1/2" 1

3 3

89 118 0.833 1

3 3

Flange i

'CAEPIPE 386

.CR.5A Page 4 Vers 1on 3.72 CR 5 W/ Rod Hangers X CRW2 Y GRS Spectra Jul 27.96 O # Node LType Data DX(ft'1n") 0Y(ft'in") CZ(ft'in") Mat Sec Load 90 '119 Bend

.0 833 1

3 3-91 120 1.002 1 002 1

3 3

Conc mass 92 122 From 93'123-1.224 1

2 2

94 '124 0'6 3/4" 1

2 2

Flange 95 125 Valve 1.344 1

2 2

96 126 Rigid 0.083 0.817

.1 2

2 Conc mass 97 125 From 98.' 127 Valve O'10 1/2" 1

3 3

Flange-99 128 0.833 1

'3 3

100 129 Bend 0.833 1

3 3

101.~130 1.002 1.002 1

3 3

Conc mass 102 131 From i

103 132 1.224 1

2 2

104'.133 0'6-3/4" 1

2 2

Flange.

105 134 Valve 1.344 1

2 2

106 135 Rigid 0.083 0.817 1

2 2

Conc mass 107 134 from 108-136 -Valve 0*10-1/2" 1

3 2

109 137 0.833 1

3 3

Flange 110 138 Bend 0.833 1

3

-3 111. 139 1.002 1.002 1

3 3

Conc mass 112 140 From 113 141 1.198 1

2-2 1

14 142 Valve 1.833 1

2 2

- - 415 '143 Rigid l'3" 1

2 2

Conc mass Bends Bend Radius Thickness int. Angle Int. Angle Node (inch)

(inch)

Node (deg) Node (deg) 3' 36.0 V

i 17 72.0 V

31 72.0 U

39 72.0 V

41 36.0 U

)

67 72.0 U

700 9.0 L

720 6.0 S

80 9.0 L

84 9.0 L

94 9.0 L

110 8.0 S

119-10.0

'S 129 10.0 S

138 10.0 S

Valves p )g...........................................................................

V Weight Thick Insul Add Wght DX DY DZ Frc:a To (lb)

X Wgt X (1b)

(inch)

(inch)

(inch) 1 61 62 0

3.00 1.75

-1 CAEPIPE 386 CR-5A Page 5

-Version 3.72

. CR-5 W/-Rod Hangers. X CRW2 Y GRS Spectra Jul 27,96 C ~

Valves We1ght Th1ck' Insul Add Wght DX OY DZ From To (lb)

X Wgt X (lb)

(1nch)

(1nch)

(inch) 730 740 575 3,00 1.75 740 750~

575 3.00 1.75 75 76 0

3.00.

1.75 76 78 0

3.00 1.75 105 106 0

3.00.

1.75 106 108 i 0 3.00 1.75 114 115 0

3.00 1.75 115' 117 0

3.00 1.75-124 125 0

3.00 1.75 125 127 0

3.00 1.75 133 134 0

3.00 1.75 134 136 0

3.00 1.75 141 142 0

3.00 1.75 Reducers 001 Thk1 002

.Thk2 Cone Angle Knuc Delta i

From To (inch)

(1nch)

(inch)

(inch)

(deg) kles (inch)

)

78 79 3.5 0.28 6 625 0.28 0.00 Rigid Elements i

From To Weight (lb) j 62 63 0

J 76

- 77 0

106 107 0

i 115 116 0

125 126.

0 134 135 0

142 143 0

Anchors j

(lb/ inch)

(in-lb/deg)

Releases i

Node KX KY KZ KXX KYY KZZ X Y Z XXYYZZ 1

1 1

Rigid Rigid Rigid Rigid Rigid Rigid 58 7.5758E+5 Y

YYYY 121 Rigid Rigid Rigid YYY 144 Rigid Rigid Rigid Rigid Rigid Rigid 1

Hangers

]

s...........................................................................

) Node No. Load Short SpringRate Hangerload Load i

Type of var (I) Range (lb/ inch)

(lb) type j

6' User hanger 1

1000 6670 Hot l

l

' CAEPIPE 386 CR 5A Page 6 version 3.72 CR 5 W/ Rod Hangers. X CRW2 Y GRS Spectra.

Jul 27.96

{Q....................................gers

\\

Han No. Load Short SpringRate HangerLoad Load Node.

Type of var (!) Range (lb/1nch)

(Ib) type 23 User hanger 1

1000 4265 Hot 25 User nanger 1

1000 4800 Hot 29 User hanger 1

500 5520 Hot 34 User hanger 1

435 1990 Hot 40 User hanger 1

1200 7130 Hot 47 User hanger 1

500 6465 Hot i

i 50 User hanger 1

500 5250 Hot l

55 User hanger 1

670 3340 Hot 65 Rod Hanger 1

102 Rod Hanger 1

140 Rod Hanger 1

760 User hanger 1

100 675 Hot 840 User hanger 1

140 670 Hot 96 User hanger 1

74 500 Hot 98 Rod Hanger 1

l Snubbers Stiffness Direction j

(lb/ inch)

X comp Y comp Z comp j

].. Node l

l 14 R1gid 1.000 j

27 Rigid 1,000 l

35 Rigid 1,125 6.000 43 Rigid 1.000 44 Rigid

-2.604 7.000 i

52 Rigid 2.740 7.000 57 Rigid 1,000 59 Rigid

-2.870 7.000 l

70 Rigid 7.000 3.021 82 Rigid

-4.357 0.687 0.891 87 Rigid 1.000 89 Rigid 3.190

-2.206 4.577 92 Rigid 1.000 99 Rigid

-6.357 3.570 Flanges l

Node Weight (lb)

Type 105 164 Weld neck.

109-273 Weld neck 114 164 Weld neck 118 454 Weld neck 124 164 Weld neck h' 127 454 Weld neck s

133 164 Weld neck i

l 137 454 Weld neck

CAEPIPE 386

.CR-5A

-Page 7 Version 3.72 CR-5 W/ Rod Hangers X CRW2 Y GRS Spectra Jul 27.96 O............................ Concentrated Masses Weight DX-DY DZ

~

Node.

(lb)

(inch)

(inch)

(inch)

'63 18400 77 540 107 1257 111-

- 44.50 116 1257 l

120 83 126-1257 i

130 83 135 1257 139 83' 143 1320 l

Coordin'ates l

Node X (ft'in")

Y (ft'1n")

Z (ft'1n")

1 0'0" 0*0" 0'0" 3A 0'0"

-9'6" 0'0" 3

0'0"

-12'6" 0'0" l

3B O'0"

-12'6" 3'0" 6

0'0"

-12*6" 11,854 7

0'0"

-12'6" 15.437 14 0'0"

-12'6" 23.770 17A 0'0"

-12*6" 25.354

(.

17 0'0"

-12'6"

'31.354 17B 6'0"

-12'6" 31.354 l

20 7'6"

-12'6" 31.354 23 23.833

-12'6" 31.354 25 42.625

-12'6" 31.354' 27 45.958

-12'6" 31.354 l-29' 60.374

-12*6" 31.354 31A 61,374

-12'6" 31.354 31 67.374

-12'6" 31,354 l

31B 67.374

-12*6" 37.354 34 67.374

-12'6" 46.354 35 67.374

-12*6" 51.854 39A 67.374

-12'6" 53.354 39 67.374

-12'6" 59.354 398 67.374 18'6" 59.354 40 67.374

-18*6" 59.354 i

l 41A 67.374

-18'6" 59.354 I

41 67.374

-21'6" 59.354 l

418 70.374 21'6" 59.354 43 74.999

-21*6" 59.354 l

44 81.041

-21'6" 59.354 47 84.687

-21'6"'

59.354' 50 103.271

-21'6" 59.354

, h 52 107.271

-21*6" 59.354 55 120.021

-21*6" 59.354 1

57 126.833

-21'6"'

59.354' l'

58 128.291

-21'6" 59.354 i

i CAEPIPE 386 CR-5A Page 8 i

version 3.72 CR.5 W/ Rod Hangers. X CRW2 Y GR$ Spectra Jul 27.96

)

Coordinates Node X (ft'in")

Y (ft'in")

Z (ft*1n")

59 130.291 21'6" 59.354 61 132.353 21'6" 59.354 62 134.270

-21~6" 59.354 64 138.186

-21'6" 59.354 65 138.999

-21'6" 59.354 67A 142.769

-21'6" 59.354 67 148.666 21'6" 59.354 67B 148.769 21'6" 53.458 i

70 148.884

-21'6" 46.854 73 148.953

-21'6" 42.854 102 148.985

-21'6" 41.021 103 149.076 21'6" 35'9 3/4" 112 149.120 21'6" 33.313 121 149.145 21'6" 31.855 122 149.163

-21'6" 30.813 131 149.206

-21'6" 28.313 140 149 3"

-21'6" 25.813 144 149.469

-21'6" 13.301 700A 8.653

-12'6" 15.437 700 8.964-

-12*6" 15.437 700B 9.183

-12.280 15.437 710 9.283

-12.180 15.437 i

720A 9.457

-12.006 15.437 720 9.603

-11.860 15.437 720B 9.811

-11.860 15.437 730 9.916

-11.860 15.437 740 10.666

-11.860 15.437 750 11.416

-11.860 15.437 760 12.958

-11.860 15.437 63 137.270

-19'1" 59.354 1

74 148.953

-20*1" 42.854 75 148.953

-19.634 42.854 76 148.953

-19.184 42.854 77 148.953

-17.726 42.854 78 148.503

-19.184 42.854 79 148.053

-19.184 42.854 80A 141.203

-19.184 42.854 80 140.453

-19.184 42.854 80B 140.453

-18.434 42.854 82 140.453

-15.080 42.854 840 140.453

-13.038 42.854 84A 140.453

-12.288 42.854 84 140.453 11.538 42.854 84B 140.453

-11.538 42.104 87 140.453

-11.538 41.854 89 140.453

-11.538 33.979 92 140.453

-11.538 30.729 p

94A 140.453

-11.538 29.479 L), 94 140.453

-11.538 28.729 948 139.703

-11.538 28.729 138.620

-11.538 28.729 118.537

-11.538 28.729

i CAEPIPE 386 CR 5A Page 9 Version 3.72 CR 5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 Coord1r.ates

/9 J

Node X (ft'in")

Y (ft'1n")

Z (ft'in")

)

99 111.537

-11.538 28.729 101 110.537

-11.538 28.729 104 149.076

-20.276 35'9 3/4" 105 149.076

-19.713 35'9 3/4" 106 149,076

-18.536 35'9-3/4" 1

107 149.159

-17.552 35'9-3/4" 108 149.909

-18.536 35'9-3/4" 109 150.607

-18.536 35'9-3/4" 110A 150.997

-18.536 35'9-3/4" 110

'151.273

-18.536 35'9 3/4" 110B 151.469

-18.341 35'9-3/4" 111 152.275

-17.534 35'9-3/4" 4

113 149.120

-20.276 33.313 j

114 149.120

-19.713 33.313 115 149.120

-18.369 33.313 116 149.203 17.552 33.313 117 149.995

-18.369 33.313 118 150.828

-18.369 33.313 119A 151.316

-18.369 33.313 119 151.661

-18.369 33.313 119B 151.905

-18.125 33.313 120 152.663

-17.367 33.313

{x' 123 149.163 20.276 30.813 124 149.163 19.713 30.813 125 149.163

-18.369 30.813 l

126 149.246

-17.552 30.813 127 150.038

-18.369 30.813 128 150.871

-18.369 30.813 129A 151.359

-18.369 30.813 129 151.704

-18.369 30.813 129B 151.948

-18.125 30.813 130 152.706

-17.367 30.813 132 149.206

-20.276 28.313 133 149.206

-19.713 28.313 134 149.206

-18.369 28.313 135 149.289

-17.552 28.313 136 150.081 18.369 28.313 137 150.914

-18.369 28.313 138A 151.402

-18.369 28.313 l

138 151.747

-18.369 28.313 l

138B 151.991

-18.125 28.313 l

139 152.749

-17.367 28.313 141 149'3"

-20.302 25.813 l'

143 150'6"

-18.469 25.813 142 149'3"

-18.469 25.813 M

k e

u l

l i

CAEPIPE 386 CR-5A Page 10 version 3.72 CR 5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 Pipe material 1: A106 Grade B bensty b$bbbblkb/knbh Nu b bbb bo nt ackor kbbType bb Temp E

Alpha Allowable

)

(F)

(psi)

(in/in/F)

(psi) 5bb bb$bEb b$bbk$b khbbb 70 27.9E+6 6.07E-6 15000 200 27.7E+6 6.38E-6 15000 1

300 27.4E+6 6.60E-6 15000

)

400 27.0E+6 6.82E-6 15000 500 26.4E+6 7.02E-6 15000 l

600 25.7E+6 7.23E-6 15000 i

650 25.3E+6-7.34E-6 15000 l

700 24.8E+6 7.44E 14350 750 24.8E+6 7.55E-6 12950 800 23.4E+6 7.65E-6 10800 Pipe Sections Nominal 0.D.

Thk Cor.Al M.Tol Ins. Dens Ins.Th Lin. Dens Lin.Th Name Dia.

Sch (1nch) (inch) (inch) (%) (lb/ft3) (1nch) (1b/ft3) (inch) 1 24"

-60 24.0 0.968 0.0 0.0

.2 6"

ST0 6.625 0.28 0.0 0.0 l

Ci3 10

60 10.75 0.5 0.0 0.0

)

C/4 B"

STD 8.625 0.322 0.0 0.0 Loads Acceleration load: X = 0.00. Y - 0.00. Z - 0.00 (g's)

Acceleration load combination - Algebraic sum Wind velocity = 0 (mph) l Shape factor - 0.60 l

Wind direction: X camp - 0.000. Y camp - 0.000. Z camp - 0.000 i

X spectrum: CRW2 Factor - 2.0000 Interpolation: 1: Linear 1: Linear

(

Frequency Acceleration l

'(Hz)

(g's) 0.500 0.040 0.700 0.064 1.000 0.150

'1.200 0.210 1.300

'0.220 2.500 0.220 3.150 0.220 4.000 0.440 g-)

5.000 0.440 5.250 0.240 l

6.750-0.240 7.000 0.240

i

.CAEPIPE 386 CR-5A Page 11 vers 1on.3.72 CR.5 W/ Rod Hangers. X CFA2 Y GRS Spectra Jul 27.96 O

8.000 0.240 10.000 0.250 12.500 0.250 13.000 0.240 14.000.

0,440 14.500' O.440 18.000 0.440 20.000 0.180 "22.000.

.0.180 31.000 0 180

-34.000 0.180-36.000 0.100 50.000 0.100

)

i Y spectrum: GR$ (fig 22)'

Factor - 1.3300 Interpolation: 1:L1 rear 1: Linear Frequency Acceleration (Hz)

(g's) 0.700 0.065 1.000 0.150 1.300 0.190 1.500 0.190 2.000 0.187 3.800 0.187 5.500 0.175

~I-10.000 0.118 15.000 0.080 20.000 0.072 25.000 0.070 31.000 0. 0".,9 40.000 0.052 50.000 0.050 t

Mode sum - Closely spaced Direction sum - SRSS Number of thermal loads - 1 Pipe loads Load T1 P1

.T2 P2 T3 P3 Specific Add.Wgt Wind

, Name (F) (psi)

(F) (psi)

(F) (psi) gravity (lb/ft) Load 2

600 1050 10.030 3

600 1050 16.800 4

600 1050 13.500 B31.1 (196 ) Code Compliance (sorted stresses)

...... Sus ined ------ ------ Expa sion..-..- ------ Oc ona Node (psi) SL/SH Node (psi) SE/SA Node (psi) 1.20SH

CAEPIPE 386 CR 5A Page 12 version 3.72 CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 N

B31.1 (1967) Code Compliance (sorted stresses)

)

...... Sustair.ec ------ ------ Expansion ------ ------ Occasional...--

SL SE SL+50 SL+SO/

Node (ps1) SL/SH Node (psi) SE/SA Node (ps1) 1.20SH 75 10275 0.69 3B 12610 0.56 7

19178 1.07 78 10061 0.67 121 9075 0.40 75 16309 0.91 720B 9898 0.66 112 8632 0.38 112 15632 0.87 720A 9026 0.60 122 8343 0.37 131 15030 0.84 114 8585 0.57 103 7874 0.35 84A 13890 0.77 112 8585 0.57 1

7086 0.31 113 13637 0.76 113 8585 0.57 3A 6993 0.31 140 13446 0.75 133 8582 0.57 131 6589 0.29 122 13410 0.75 131 8581 0.57 102 6293 0.28 84B '

13395 0.74 132 8581 0.57 41A 6107 0.27 132 13205 0.73 140 8542 0.57 398 5995 0.27 114 12726 0.71 i

141 8542 0.57 39A 5850 0.26 133 12371 0.69 1

124 8051 0.54 73 5737 0.25 103 12241 0.68 122 8051 0.54 43 5446 0.24 141 11842 0.66 123 8051 0.54 44 4915 0.22 123 11831 0.66 74 7951 0.53 140 4834 0.21 124 11110 0.62 73 7951 0.53 47 4596 0.20 79 11071 0.62 41A 7880 0.53 70 4523 0.20 104 10806 0.60 79 7846 0.52 144 3950 0.18 720B 10662 0.59 700B 7834 0.52 35 3875 0.17 94B 10483 0.58 58 7820 0.52 17B 3579 0.16 80B 10420 0.58 57 7801- 0.52 67B 3481 0.15 720A 10218 0.57 k

94B 7745 0.52 6

3176 0.14

'105 10150 0.56 59 7734 0.52 75 3168 0.14 840 9506 0.53 61 7609 0.51 31A-3154 0.14 87 9482 0.53 17A 7566 0.50 78 3020 0.13 7008 9442 0.52 730 7540 0.50 50 2996 0.13 82 9296 0.52 750 7534 0.50 52 2660 0.12 74 9265 0.51 98 7512 0.50 20 2457 0.11 3B' 9248 0.51 105 7500 0.50 34 -

2342 0.10 700A 9135 0.51 103 7500 0.50 29 2197 0.10 80A 9093 0.51 104 7500 0.50 7

2178 0.10 89 9074 0.50 55 7474 0.50 17A 1913 0.09 41A 8962 0.50 31B 7452 0.50 55 1642 0.07 3A 8888 0.49 l

39B 7373 0.49 31B 1552 0.07 73 8857 0.49 108 7348 0.49 14 1226 0.05 98 8681 0.48 i

80B 7330 0.49 57 1182 0.05 96 8394 0.47 i

84A 7330 0.49 58 1102 0.05 17A 8390 0.47 14 7280 0.49 23 1035 0.05 1

8364 0.46 67B 7278 0.49 27 967 0.04 58 8276 0.46 110A 7268 0.48 59 906 0.04 31B 8209 0.46 96 7230 0.48 74 788 0.04 57 8188 0.45 3A 7203 0.48 79 715 0.03 59 8183 0.45 110B 7157 0.48 808 709 0.03 47 8108 0.45 3B 7152 0.48 84A 709 0.03 44 8096 0.45 109 7140 0.48 61 705 0.03 398 8054 0.45

/~

52 7122 0.47 25 694 0.03 61 7965 0.44

(,T)T

/

17B 7119 0.47 84B 668 0.03 25 7865 0.44 102 7105 0.47.

720A 667 0.03 94A 7854 0.44 89 7103 0.47 700A 626 0.03 14 7851 0.44 20 7095 0.47 7208 599 0.03 39A 7830 0.44

l

~

CAEPIPE 386-CR 5A Paga 13 Version 3.72-CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 B31.1 (1967) Code Compliance (sorted stresses)

...... Sustained ------ ------ Expansion -- --

---

Occas1onal -----

St SE SL+SO SL+SO/

Node (ps1) SL/SH Node (ps1) SE/SA Node

. (ps1) 1.20SH l

l l.

31A 7064 0.47 700B 549 0.02 730 7773 0.43 1

111 7031.

0.47 67A 342 0.02 23 7724 0.43 710 7013 0.47.

80A 319 0.01 178 7712 0.43 29 6991 0 47-840 313 0.01 55 7675 0.43 47-6906 0.46 82 313 0.01 31A 7661 0.43 I

65-6889 0.46 87 291 0.01 27 7653 0.43 l

25 6832 0.46 710 236 0.01 52 7650 0.42 l

34 6826 0.46 730 195 0.01 750 7647 0.42 23 6806 0.45 64 137 0.01 678 7634 0.42 1

6798 0.45 89 121 0.01 710 7601 0.42

.700A 6791 0.45 94B 119 0.01 41B 7588 0.42 67A 6751 0.45 750 99 0.00 20 7516 0.42 i

50 6736 0.45 96 76 0.00 108 7501 0.42 l

840 6705

'0.45 65 62 0.00 43' 7493 0.42 82 6705 0.45 92 57 0.00 110A 7480 0.42 92 6684 0.45 94A 52 0.00 35 7457 0.41 64 6680 0.45 141 0

0.00 29 7438 0.41 41B 6676 0.45 104 0

0.00 65 7417 0.41 27 6660 0.44 132 0

0.00 34 7374 0.41

-94A 6658 0.44 113 0

0.00 6

7334 0.41 44 6656 0.44 123 0

0.00 110B 7291 0.41 70 6632 0.44 105 0

0.00 64 7266 0.40 C-35 6627 0.44 133 0

0.00 109 7223 0.40 t

144 6618 0.44 114-0 0.00 102 7216 0.40 l

6 6610 0.44 124 0

0.00 50 7156 0.40 43 6606 0.44 98 0

0.00 67A 7039 0.39 l-39A 6585 0.44 110A 0

0.00 111 7031 0.39 l

121 6574 0.44 109 0

0.00 92 7026 0.39 80A-6565 0.44 136 0

0.00 70 6763 0.38 L

848 6351 0.42 101 0

0.00 144 6702 0.37 87' 6338 0.42 138A 0

0.00 121 6680 0.37 99 6231- 0.42 99 0

0.00 99 6245 0.35 101 6211 0.41 127 0

0.00 760 6211 0.35 760 6211 0.41 137 0

0.00 101 6211 0.35 117 5921 0.39 129A 0

0.00 117 6091 0.34 L

136 5921 0.39 108 0

0.00 136 6078 0.34 119A 5809 0.39 119A 0

0.00 119A 5993 0.33 138A 5809 0.39 118 0

0.00 138A 5978 0.33 l

129A 5809 0.39 110B 0

0.00 129A 5957 0.33 127 5806 0.39 1388 0

0.00 127 5911 0.33 137 5738 0.38 117 0

0.00 118 5826 0.32 118 5738 0.38 128 0

0.00 119B 5823 0.32 128.

5738- 0.38 139 0

0.00 137 5819 0.32 138B 5720 0.38 129B 0

0.00 138B 5814 0.32 E

129B 5720~ 0.38 119B 0

0.00 128 5809 0.32 119B 5720 0.38 120 0

0.00 129B 5803 0.32 5644: 0.38 130 0

0.00-120 5644 0.31

)+ 130.

s 120 5644 0.38 111 0

0.00 139 5644 0.31 139 5644 0.38-760 0

0.00 130 5644 0.31

CAEPIPE 386 CR-5A Paga 14 Version 3.72 CR-5 W/ Rod Hangers, X CRW2 Y GRS Spectra Jul 27.96 831.1 (1967) Code Compliance (q

)

Press --- Sustainec ---- --- Expansion ---- --- Occasional ----

(ps1)

SL Sn SL/

SE SA SE/ SL+50 1.20SH SL+SO/

Node Allow (psi) (psi)

SH.(ps1) (psi)

SA (psi) (psi) 1.20SH 3A 1250 6825 15000 0.45 6602 22500 0.29 7593 18000 0.42 3A 1050 7203 15000 0.48 6993 22500 0.31 8888 18000 0.49 38 1250 7152 15000 0.48 12610 22500 0.56 9248 18000 0.51 38 1050 6802 15000 0.45 5813 22500 0.26 7757 18000 0.43 6

1250 6610 15000 0.44 3176 22500 0.14 7334 18000 0.41 6

1050 6610 15000 0.44 3176 22500 0.14 7334 18000 0.41 7

1250 6970 15000 0.46 2178 22500 0.10 7702 18000 0.43 7

1050 6970 15000 0.46 2170 22500 0.10 7706 18000 0.43 14 1250 7280 15000 0.49 1226 22500 0.05 7851 18000 0.44 14 1050 7280 15000 0.49 1226 22500 0.05 7851 18000 0.44 17A 1250 7273 15000 0.48 1533 22500 0.07 7870 18000 0.44 17A 1050 7566 15000 0.50 1913 22500 0.09 8390 18000 0.47 17B 1250 7119 15000 0 47 3579 22500 0.16 7712 18000 0.43 O

178 1050 6950 15000 0.46 2590 22500 0.12 7379 18000 0.41 V

20 1250 7095 15000 0.47 2457 22500 0.11 7516 18000 0.42 20 1050 7095 15000 0.47 2457 22500 0.11 7516 18000 0.42 23 1250 6806 15000 0.45 1035 22500 0.05 7724 18000 0.43 23 1050 6806 15000 0.45 1035 22500 0.05 7724 18000 0.43 25 1250 6832 15000 0.46 694 22500 0.03 7865 18000 0.44 25 1050 6832 15000 0.46 694 22500 0.03 7865 18000 0.44 27 1250 6660 15000 0.44 967 22500 0.04 7653 18000 0.43 27 1050 6660 15000 0.44 967 22500 0.04 7653 18000 0.43 29 1250 6991 15000 0.47 2197 22500 0.10 7438 18000 0.41 29 1050 6991 15000 0.47 2197 22500 0.10 7438 18000 0.41 31A 1250 6910 15000 0.46 2283 22500 0.10 7343 18000 0.41 31A 1050 7064 15000 0.47 3154 22500 0.14 7661 18000 0.43 31B 1250 7452 15000 0.50 1552 22500 0.07 8209 18000 0.46 31B 1050 7191 15000 0.48 1386 22500 0.06 7739 18000 0.43 34 1250 6826 15000 0.46 2342 22500 0.10 7374 18000 0.41 34 1050 6826 15000 0.46 2342 22500 0.10 7374 18000 0.41 35 1250 6627 15000 0.44 3875 22500 0.17 7457 18000 0.41

(~

35 1050 6627 15000 0.44 3875 22500 0.17 7457 18000 0.41 39A 1250 6564 15000 0.44 4310 22500 0.19 7465 18000 0.41

.CAEPIPE 386

- CR 5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 CR-5A Page 15 Version 3.72

(

B31.1 (1967) Code Compliance Press

-- Sustained ----

-- Expansion - --

-- Occasional ----

(ps1)- SL SH SL/

SE SA-SE/ SL+50 1.20SH SL+50/

Node Allow (psi) (psi)

SH (psi) (ps1)

SA (ps1) (psi) 1.20$H b9k kbbb bbbb ibbbb b$k$

bbbb bbbbb b$bb hbbb [bbbb b$kb 39B 1250 7373 15000 0.49 5995 22500 0.27 8054 18000 0.45 41A 1050 7880 15000 0.53 6107 22500 0.27 8962 18000 0.50 41B 1250 6676 15000 0.45 12840 22500 0.57 7588 18000 0.42 41B 1050 6585 15000 0.44 5853 22500. 0.26 7000 18000 0.39 43 1250 6606 15000 0.44 5446 22500 0.24 7493 18000 0.42 43 1050 6606 15000 0.44 5446 22500 0.24 7493 18000 0.42 44 1250 6656 15000 0.44 4915 22500 0.22 8096 18000 0.45

'44 1050 6656 15000 0.44 4915 22500 0.22 8096 18000 0.45 47 1250 6906 15000 0.46 4596 22500 0.20 8108 18000 0.45 47 1050 6906 15000 0.46 4596 22500 0.20 8108 18000 0.45 50-1250 6736 15000 0.45 2996 22500 0.13 7156 18000 0.40 50 1050 6736 15000 0.45 2996 22500 0.13 7156 18000 0.40 52 1250 7122 15000 0.47 2660 22500 0.12 7650 18000 0.42 O

52 1050 7122 15000 0.47 2660 22500 0.12 7650 18000 0.42 55 1250 7474 15000 0.50 1642 22500 0.07 7675 18000 0.43 55 1050 7474 15000 0.50 1642 22500 0.07 7675 18000 0.43 57 1250 7801 15000 0.52 1182 22500 0.05 8188 18000 0.45 57 1050 7801 15000 0.52 1182 22500 0,05 8188 18000 0.45 58 1250 7820 15000 0.52 1102 22500 0.05 8276 18000 0.46 58 1050 7820 15000 0.52 1102 22500 0.05 8276 18000 0.46 59 1250 7734 15000 0.52 906 22500 0.04 8183 18000 0.45 59 1050 7734 15000 0.52 906 22500 0.04 8183 18000 0.45 61 1250 7609 15000 0.51 705 22500 0.03 7965 18000 0.44 64 1050 6680 15000 0.45 137 22500 0.01 7266 18000 0.40 65 1250 6889 15000 0.46 62 22500 0.00 7417 18000 0.41 65 1050 6889 15000 0.46 62 22500 0.00 7417 18000 0.41 67A 1250 6684 15000 0.45 247 22500 0.01 6892 18000 0.38 67A 1050 6751 15000 0.45 342 22500 0.02 7039 18000 0.39 67B 1250 7278 15000 0.49 3481 22500 0.15 7634 18000 0.42 67B 1050 7065 15000 0.47 2519 22500 0.11 7323 18000 0.41 70 1250 6632 15000 0.44 4523 22500 0.20 6763 18000 0.38 70 1050 6632 15000 0.44 4523 22500 0.20 6763 18000 0.38 73 1250 6831 15000 0.46 5737 22500 0.25 6929 18000 0.38 1

CAEPIPE 386 CR 5A Page 16 Version 3 72 CR-5 W/ Rod Hangers, X CRW2 Y GRS Spectra Jul 27.96 n

B31.1 (1967) Code Camilance Q'

Press --- Sustaine:....... Excars1on ---- --- Occasional ----

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1 20SH SL+50/

Node Allow (psi) (ps1)

SH (psi) (psi)

SA (psi) (ps1) 1.20SH hb ibhb hhhh [hbbb b$$h hhhh hhhbb b$hh hhhh ihbbb b b9 102 1250 7105 15000 0 47 6293 22500 0.28 7216 18000 0.40 102 1050 7105 15000 0.47 6293 22500 0.28 7216 18000 0.40 103 1250 6524 15000 0.43 7874 22500 0.35 6610 18000 0.37 103 1050 6524 15000 0.43 7874 22500 0.35 6609 18000 0.37 112 1250 6550 15000 0.44 8632 22500 0.38 6627 18000 0.37 112 1050 6551 15000 0.44 8632 22500 0.38 6628 18000 0.37 121 1250 6572 15000 0.44 9075 22500 0.40 6677 18000 0.37 121 1050 6574 15000 0.44 9075 22500 0.40 6680 18000 0 37 122 1250 6556 15000 0.44 8343 22500 0.37 6629 18000 0 37 122 1050 6556 15000 0.44 8343 22500 0.37 6630 18000 0.37 131 1250 6588 15000 0.44 6589 22500 0.29 6667 18000 0.37 131 1050 6589 15000 0.44 6589 22500 0.29 6669 18000 0.37 140 1250 6621 15000 0.44 4834 22500 0.21 6723 18000 0.37

/ '

140 1050 6620 15000 0.44 4834 22500 0.21 6720 18000 0.37 144 1250 6618 15000 0.44 3950 22500 0.18 6702 18000 0.37 7

1050 15082 15000 1.01 831 22500 0.04 19178 18000 1.07 700A 1312 6467 15000 0.43 276 22500 0.01 7502 18000 0.42 700A 1050 6791 15000 0.45 626 22500 0.03 9135 18000 0.51 700B 1312 7834 15000 0.52 549 22500 0.02 9442 18000 0.52 7008 1050 6927 15000 0.46 242 22500 0.01 7637 18000 0.42 710 1312 7013 15000 0.47 236 22500 0.01 7601 18000 0.42 710 1050 7013 15000 0.47 236 22500 0.01 7601 18000 0.42 720A 1312 7159 15000 0.48 225 22500 0.01 7561 18000 0.42 720A 1050 9026 15000 0.60 667 22500 0.03 10218 18000 0.57 720B 1312 9898 15000 0.66 599 22500 0.03 10662 18000 0.59 720B 1050 7453 15000 0.50 202 22500 0.01 7710 18000 0.43 730 1312 7540 15000 0.50 195 22500 0.01 7773 18000 0.43 750 1050 7534 15000 0.50 99 22500 0.00 7647 18000 0.42 760 1312 6211 15000 0.41 0 22500 0.00 6211 18000 0.35 73 1050 7951 15000 0.53 788 22500 0.04 8857 18000 0.49 r-74 1312 7951 15000 0.53 788 22500 0 04 9265 18000 0.51

(

74 1050 7951 15000 0.53 788 22500 0.04 9265 18000 0.51 75 10275 15000 0.69 3168 22500 0.14 16309 18000 0.91

CAEPIPE 386 CR-5A Page 17 version 3.72 CR 5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 831.1 (1967) Code Comoliance O

Press... Sustained --.- --- Excansion ----

-- Occasional -.--

(psi)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (ps1) (psi)

SH (ps1) (psi)

SA (psi) (ps1) 1.20SH hb kbbb [bbbk kbbbb b bh bbbb bbbbb b kb bbbk b khbbb k bk 79 7846 15000 0.52 715 22500 0.03 11071 18000 0.62 79 1050 7846 15000 0.52 715 22500 0.03 11070 18000 0.62 80A 1312 6367 15000 0.42 312 22500 0.01 7483 18000 0.42 80A 1050 6565 15000 0.44 319 22500 0.01 9093 18000 0.51 80B 1312 7330 15000 0.49 709 22500 0.03 10420 18000 0.58 80B 1050 6705 15000 0.45 313 22500 0.01 8069 18000 0.45 82 1312 6705 15000 0.45 313 22500 0.01 936 18000 0.52 82 1050 6705 15000 0.45 313 22500 0.01 9296 18000 0.52 840 1312 6705 15000 0.45 313 22500 0.01 9506 18000 0.53 840 1050 6705 15000 0.45 313 22500 0.01 9506 18000 0.53 84A 1312 6705 15000 0.45 313 22500 0.01 9600 18000 0.53 84A 1050 7330 15000 0.49 709 22500 0.03 13890 18000 0.77 84B 1312 6351 15000 0.42 668 22500 0.03 13395 18000 0.74 O

84B 1050 6273 15000 0.42 297 22500 0.01 9382 18000 0.52 87 1312 6338 15000 0.42 291 22500 0.01 9482 18000 0.53 87 1050 6338 15000 0.42 291 22500 0.01 9482 18000 0.53 89 1312 7103 15000 0.47 121 22500 0.01 9074 18000 0.50 89 1050 7103 15000 0.47 121 22500 0.01 9074 18000 0.50 92 1312 6684 15000 0.45 57 22500 0.00 7026 18000 0.39 92 1050 6684 15000 0.45 57 22500 0.00 7026 18000 0.39 94A 1312 6408 15000 0.43 40 22500 0.00 6936 18000 0.39 94A 1050 6658 15000 0.44 52 22500 0.00 7854 18000 0.44 94B 1312 7745 15000 0.52 119 22500 0.01 10483 18000 0.58 948 1050 6888 15000 0.46 52 22500 0.00 8097 18000 0.45 96 1312 7230 15000 0.48 76 22500 0.00 8394 18000 0.47 96 1050 7230 15000 0.48 76 22500 0.00 8394 18000 0.47 98 1312 7512 15000 0.50 0 22500 0.00 8681 18000 0.48 98 1050 7512 15000 0.50 0 22500 0.00 8681 18000 0.48 99 1312 6231 15000 0.42 0 22500 0.00 6245 18000 0.35 99 1050- 6231 15000 0.42 0 22500 0.00 6245 18000 0.35 101 1312 6211 15000 0.41 0 22500 0.00 6211 18000 0.35 103 1050 7500 15000 0.50 0 22500 0.00 12241 18000 0.68 104 1312 7500 15000 0.50 0 22500 0.00 10806 18000 0.60

CAEPIPE 386 CR-SA Page 18 Version 3.72 CR 5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27,96 831.1 (1967) Code Compliance Press --- Sustained.. - -- Ecansion ---- --- Occasional ----

(ps1)

.SL SH SL/

SE SA SE/ SL+50 1.20SH SL+SO/

l Node Allow (psi) (psi)

SH (ps1) (psi)

SA (psi) (ps1) 1.20SH kb4

[bbb hbbb khbbb b bb b bbbbb b bb kbbbb khbbb b$bb 105 1312 7500 15000 0.50 0 22500 0.00 10150 18000 0.56 108 1050 7348 15000 0.49 0 22500 0.00 7501 18000 0.42 109 1154 7140 15000 0.48 0 22500 0.00 7223 18000 0.40 109 1050 7140 '15000 0.48 0 22500 0.00 7223 18000 0.40 110A 1154 7105 15000 0.47 0 22500 0.00 7172 18000 0.40 110A 1050 7268 15000 0.48 0 22500 0.00 7480 18000 0.42 110B 1154 7157 15000 0.48 0 22500 0.00 7291 18000 0.41 1108 1050 7071 15000 0.47 0 22500 0.00 7113 18000 0.40 111 1154 7031 15000 0.47 0 22500 0.00 7031 18000 0.39 112 1050 8585 15000 0.57 0 22500 0.00 15632 18000 0.87 113 1312 8585 15000 0.57 0 22500 0,00 13637 18000 0.76 113 1050 8585 15000 0.57 0 22500 0.00 13637 18000 0.76 114 1312 8585 15000 0.57 0 22500 0.00 12726 18000 0.71 0

117 1050 5921 15000 0.39 0 22500 0.00 6091 18000 0.34 118 1449 5738 15000 0.38 0 22500 0.00 5826 18000 0.32 118 1050 5738 15000 0.38 0 22500 0.00 5826 18000 0.32 119A 1449 5705 15000 0.38 0 22500 0.00 5772 18000 0.32 119A 1050 5809 15000 0.39 0 22500 0.00 5993 18000 0.33 119B 1449 5720 15000 0.38 0 22500 0.00 5823 18000 0.32 1198 1050 5672 15000 0.38 0 22500 0.00 5710 18000 0.32 120 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 122 1050 8051 15000 0.54' 0 22500 0.00 13410 18000 0.75 123 1312 8051 15000 0.54 0 22500 0.00 11831 18000 0.66 123 1050 8051 15000 0.54 0 22500 0.00 11831 18000 0.66 124 1312 8051 15000 0.54 0 22500 0.00 11110 18000 0.62 127 1050 5806 15000 0.39 0 22500 0.00 5911 18000 0.33 128 1449 5738 15000 0.38 0 22500 0.00 5809 18000 0.32 128 1050 5738 15000 0.38 0 22500 0.00 5809 18000 0.32 129A 1449 5705 ' '00 0.38 0 22500 0.00 5759 18000 0.32 129A 1050 58e 000 0.39 0 22500 0.00 5957 18000 0.33 129B 1449 572t, a 100 0.38 0 22500 0.00 5803 18000 0.32 129B 1050 5672 15000 0.38 0 22500 0.00 5702 18000 0.32 130 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31

- - =

CAEPIPE 386 CR-5A Page 19 Version 3.72 CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 O

B31.1 (1967) Code Compliance Press --. Sustainec ---- --- Expansion - -- --- Occasional ---

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+50/

Node Allow (ps1) (ps1)

SH (ps1) (psi)

SA (psi) (ps1) 1.20SH kbk kbbb bbbk khbbb b b7 b bbbbb b bb khbbb khbbb b b[

132 1312 8581 15000 0.57 0 22500 0.00 13205 18000 0.73 132 1050 8581 15000 0.57 0 22500 0.00 13205 18000 0.73 133 1312 8582 15000 0.57 0 22500 0.00 12371 18000 0.69 136 1050 5921' 15000 0.39 0 22500 0.00 6078 18000 0.34 137 1449 5738 15000 0.38 0 22500 0.00 5819 18000 0..

137 1050 5738 15000 0.38 0 22500 0.00 5819 18000 0.32 138A 1449 5705 15000 0.38 0 22500 0.00 5767 18000 0.32 j

i 138A 1050 5809 15000 0.39 0 22500 0.00 5978 18000 0.33

-1388 1449 5720 15000 0.38 0 22500 0.00 5814 18000 0.32 138B 1050 5672 15000 0.38 0 22500 0.00 5706 18000 0.32 139 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 140 1050 8542 15000 0.57 0 22500 0.00 13446 18000 0.75 141 1312 8542 15000 0.57 0 22500 0.00 11842 18000 0.66 Node X (lb)

Y (ib)

Z (1b)

XX(ft-lb)

YY(ft-lb)

ZZ(ft-lb) 1 116 4273 1

-6017 4371 7173 58 1345 121 178

-5688

-4393 144 62

-1703

-1 3554 366

-867 Loads on Hangers: Sustained (W+P)

Node Type load (lb)

No.of Total (lb) 6 User hanger

-6235 1

-6235 20 User hanger

-6132 1

-6132 23 User hanger

-4179 1

-4179 25 User hanger 4742 1

-4742 29 User hanger

-5473 1

-5473 34 User hanger

-2069 1

-2069 40 User hanger 7325 1

-7325 47 User hanger

-6420 1

-6420 50 User hanger

-5214 1

-5214 55 User hanger

-3326 1

-3326 65 Rod Hanger 23422 1

-23422 102 Rod Hanger 9479 1

9479 140 Rod Hanger

-5900 1

-5900

/ 760 User hanger

-630 1

63 840 User hanger 718 1

718 User hanger

-518 1

-518 98 Rod Hanger

-529 1

-529 1

L CAEPIPE 386 CR 5A Page 20 Version 3.72 CR 5 W/ Rod Hangers. X CRW2 Y GR$ Spectra Jul 27.96 O....................... Displacements:

Sustained (W+P)

Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(de9)

ZZ(deg) l 3A

-0.005

-0.000 0.004

-0.0036 0.0034

-0.0047 3B

-0.008 0.007 0.009

-0.0171 0.0042

-0.0122 6

0.002 0.043 0.009

-0.0209 0.0061

-0.0185

'l 7

0.007 0.059 0.009

-0.0228 0.0068

-0.0211 14 0.019 0.108 0.009

-0.0341 0.0079

-0.0227

(

17A 0.022 0.119 0.009

-0.0366 0.0080

-0.0230 l

17B 0.033 0.156 0.003

-0.0633 0.0099 0.0248 l

20 0.033 0.148 0.006

-0.0654 0.0100

-0.0263 23 0.033 0.040

-0.042

-0.0883-0.0107

-0.0348 25 0.033

-0.101 0.086

-0.1147 0.0116 0.0372 l

27 0.033 0.128

-0.094

-0.1194 0.0118

-0.0388 t

l 29 0.033

-0.250

-0.130

-0.1396 0.0125

-0.0438 31A 0.033

-0.259

-0.133

-0.1410 0.0125

-0.0447 318 0.050

-0.126

-0.149

-0.1660 0.0135

-0.0469 34 0.075 0.198 0.149

-0.1763 0.0133

-0.0496 35 0.090 0.403

-0.149 0.1789 0.0128

.-0.0513 l

39A 0.094 0.459

-0.149

-0.1791 0.0127

-0.0518 39B 0.039 0.679 0.063

-0.1573 0.0084

-0.0578 41A 0.039 0.679 0.063

-0.1572 0.0084

-0.0578 l

41B 0.001 0.640 0.147

-0.1360 0.0150

-0.0628 l

43 0.001 0.579 0.132

-0.1285 0.0143

-0.0624 i

44 0.001 0.501 0.115

-0.1186 0.0133

-0.0625 47 0.001 0.453 0.105

-0.1127 0.0128

-0.0644 50 0.001 0.206 0.061

-0.0824 0.0099

-0.0584 52 0.001 0.158 0.053

-0.0758 0.0092

-0.0549 i

i 55 0.001 0.040 0.031

-0.0550 0.0073

-0.0314 57 0.001 0.006 0.021

-0.0439 0.0062 0.0152 58 0.001 0.002 0.019

-0.0416 0.0060 0.0113 l

59 0.001

-0.00'2 0.017

-0.0383 0.0057 0.0060.

i i

61 0.001

-0.003 0.015

-0.0349 0.0054

-0.0011 l

62 0.001

-0.003 0.012 0.0341 0.0053

-0.0001 l

64 0.001

-0.001 0.008

-0.0325 0.0051 0.0029 l

65 0.001 0.000 0.007

-0.0311 0.0050 0.0027 67A 0.001 0.001 0.004

-0.0250 0.0044 0.0007 l

67B

-0.001

-0.011

-0.000 0.0001 0.0004 0.0040 70

-0.001

-0.006

-0.000 0.0052

-0.0002 0.0024 4

73 0.001

-0.002 0.000 0.0044

-0.0003 0.0013 102

-0.001 0.000

-0.000 0.0027

-0.0004 0.0010 l

l-103

-0.000 0.000 0 000

-0.0003

-0.0004 0.0001 i

112

-0.000

-0.000

-0.000 0.0002

-0.0003

-0.0001 i

l 121 0.000 0.000 0.000

-0.0002

-0.0002 0.0000 i

122 0.000

-0.000 0.000 0.0003

-0.0002

-0.0003 t

131 0.000-

-0.000 0.000 0.0001

-0.0001

-0.0008 140 0.000 0.000 0.000 0.0000 0.0000

-0.0010 144 0.000 0.000 0.000 0.0000 0.0000 0.0000 700A 0.007

-0.307

-0.004

-0.0228 0.0068

-0.2821

) 7008 0.019

-0.338

-0.005

-0.0228 0.0068

-0.2676 1

~

l 710 0.025

-0.343 0.006

-0.0228 0.0068

-0.2668 7h..'

O.034

-0.353

-0.007

-0.0228 0.0068

-0.2652 i

7206 0.042

-0.372

-0.008

-0.0228 0.0068

-0.2338 730 0.042

-0.377

-0.008 0.0228 0.0068

-0.2328 I

CAEPIPE 386 CR SA Page 21 Version 3.72 CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul.27.96 O...................... Displacements: Sustained (W+P)

Node X (1nch)

Y ('nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 750 0.042

-0.449

-0.011

-0.0228 0.0068

-0.2284 760 0.042

-0 521

-0.013

-0.0228 0.0068

-0.2208 63 0.001

-0.003

-0.008

-0.0341 0.0053

-0.0001 74 0.001

-0.002 0 001 0.0028 0.0003

-0.0170 75 0.004

-0.002 0.001 0.0017

-0.0003

-0.0305 76 0.007

-0.002 0.001 0.0015

-0.0003

-0.0320 77 0.016 0.002 0.002 0.0015

-0.0003

-0.0320 78 0.007 0.001 0.001 0.0014

-0.0003

-0.0334 79 -

0.007 0.005 0.001

-0.0002

-0.0003

-0.0464 80A 0.007 0.116 0.001 0.0102

-0.0003 0.0922 80B 0.019 0.130

-0.001

-0.0155

-0.0026

-0.0717 82 0.066 0.130

-0.014 0.0192

-0.0026

-0.0600 840 0.090 0.130

-0.022 0.0215

-0.0026

-0.0529 84A 0.098 0.130

-0.026 0.0224 0.0026 0.0502 84B 0.104 0.126

-0.030

-0.0266 0.0044

-0.0340 87 0.104 0.124

-0.030

-0.0264 0.0044

-0.0329 89 0.097 0.109

-0.030 0.0158 0.0044 0.0029 92 0.094 0.126 0.030 0.0332 0.0044 0.0177 94A 0.093 0.136

-0.030 0.0364 0.0044 0.0234 94B 0.092 0.136

-0.029 0.0320 0.0044 0.0422 96 0.092 0.126

-0,028 0.0320 0.0044 0.0490 98 0.092 0.000

-0.010 0.0320 0.0044 0.0181 99 0.092

-0.054

-0.003 0.0320 0.0044 0.0439 101 0.092 0.063

-0.002 0.0320 0.0044 0.0439 104 0.001

-0.000 0.000

-0.0003 0.0004

-0.0116 105 0.003

-0.000

-0.000

-0.0003 0.0004

-0.0170 106 0.007

-0.000

-0.000

-0.0003

-0.0004

-0.0199 107 0.012

-0.000

-0.000

-0.0003

-0.0004

-0.0199 108 0.007

-0.004

-0.000

-0.0003

-0.0004

-0.0205 109 0.007 0.007

-0.000

-0.0003

-0.0004

-0.0213 110A 0.007

-0.009

-0.000

-0.0003

-0.0004

-0.0215 110B 0.008

-0.011

-0.000

-0.0003

-0.0004

-0.0233

~111 0.012

-0.015

-0.000

-0.0003

-0.0004

-0.0234 113 0.003

-0.000

-0.000

-0.0002

-0.0003

-0.0217 114 0.006

-0.000

-0.000

-0.0002

-0.0003

-0.0316 e

115 0.016 0.000

-0.000

-0.0002

-0.0003

-0.0377 116 0.022

-0.001

-0.000 0.0002

-0.0003

-0.0377 117 0.016

-0.007

-0.000

-0.0002

-0.0003

-0.0381 118 0.016

-0.014

-0.000

-0.0002

-0.0003

-0.0388 119A 0.016

-0.018

-0.000

-0.0002

-0.0003

-0.0390 1198 0.018 0.023 0.000

-0.0002

-0.0003

-0.0401 120 0.024

-0.029 0.000

-0.0002

-0.0003

-0.0401 123 0.002

-0.000

-0.000

-0.0003

-0.0002

-0.0171 124 0.005

-0.000 0.000

-0.0003

-0.0002

-0.0248 125 0.012

-0.001

-0.000

-0.0003

-0.0002

-0.0295 126 0.017

-0.001

-0.000

-0.0003 0.0002

-0.0295 127 0.012

-0.006

-0.000

-0.0003

-0.0002

-0.0297

) 128

.0.012

-0.011

-0.000

-0.0003

-0.0002

-0.0302 129A 0.012

-0.014

-0.000

-0.0003

-0.0002

-0.0304 129B 0.014

-0.018

-0.000

-0.0003

-0.0002

-0.0315 130 0.019

-0.023

-0.000

-0.003

-0.0002

-0.0316

-CAEPIPE 386 CR-5A Page 22.

Version 3.72 CR-5 W/ Rod Hangers, X CRW2 Y GRS Spectra Jul 27.96 Displacements: Sustained (W+P)

Node X (inch).

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZideg) 133 0.006

-0.001-0.000 0.0001

-0.0001

-0.0323 134 0.016

-0.001 0.000 0.0001

-0 0001

-0.0384 130 0.023

-0.001 0.000 0.0001

-0.0001

-0.0384 136 0.016

-0.008 0.000 0.0001

-0.0001

-0.0387 137 0.016

-0.015 0.000 0.0001

-0.0001

-0.0394 138A 0.016

-0.019 0.000 0.0001 0.0001

-0.0396 138B 0.018

-0.024 0.000 0.0001

-0.0001

-0.0407 i

139 0.025

-0.030 0.000 0.0001

-0.0001.

-0.0408 141 0.003

-0.000,

0.000 0.0000 0.0000

-0.0217 142 0.013

-0.000 0.000 0.0000 0.0000

-0.0298 143 0.013

-0.008 0.000 0.0000 0.0000

-0.0298 Loads on Anchors: Expansion (T1)

Node X (lb)

Y (lb)

Z (Ib)

XX(ft lb)

YY(ft-lb)

ZZ(ft-lb) 58

-2807 121 32486 90 588 144

-22727

-1 2643 5

127611 0

Loads on Hangers: Expansion (T1)

Node Type Load (lb)

No.of Total (lb) 6 User hanger

-435-1

-435 20 User hanger

-118 1

118 23 User nanger

-86 1

-86 25 User hanger

-58 1

-58 29 User hanger 47 1

-47 34 User hanger 79 1

79 40 User hanger 195 1

195 47 User hanger

-45 1

-45

(

50 User hanger

-36 1

-36 55 User hanger 14 1

-14 65 Rod Hanger 1714 1

1714 l

102 Rod Hanger 21 1

21 140 Rod Hanger 21 1

21 760 User hanger

-45 1

-45 840 User hanger 48 1

48 96-User hanger 18 1

18 98 Rod Hanger

-3 1

-3 i

Displacements: Expansion (TI)

]

Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 3A

-0.039

-0.447 0.012

-0.0154

-0.1649

-0.0268 l

3B

-0,244

-0.562 0.172

-0.0579

-0.3761

-0.1028 l

6

-1.024

-0.435 0.589

-0.0767

-0.4534

-0.0799

CAEPIPE 386 CR-5A Page 23 version 3.72 CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 O....................... Displacements:

E cansion (TI)

Node X ( nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 14

-2.211

-0.223 1.149

-0.0908

-0.4807

-0.0493 17A

-2.371

-0.193 1.224

-0.0919

-0.4777

-0.0453 173

-2.654 0.096 2.035

-0.1092

-0.3777

-0.0071 20

-2 584

-0.098 2 152

-0.1095

-0 3702

-0.0049 23

-1.816 0.086 3.307

-0.1126

-0.3134 0.0084 25

-0.933

-0.058 4.500

-0.1161

-0.3035 0.0018 27 0.776 0.058 4.713

-0.1167

-0.3079

-0.0017 29

-0.099 0.094 5.695

-0.1194 0.3486

-0.0245 31A

-0.052

-0.099 5.768

-0.1196

-0.3527

-0.0266 31B

-0.283

-0.018 6.536

-0.1066

-0.4261

-0.0738 34

-1.086 0.180 6.959

-0.1025

-0.4144

-0.1021 35

-1.548 0.296 7.218

-0.0977

-0.3824

-0.1194 39A

-1.667 0.327 7.288

-0.0960

-0.3705

-0.1241 39B

-2.151 0.163 7.688

-0.0958

-0.1578 0.0793 41A

-2.151 0.163 7.688

-0.0958

-0.1575 0.0793 41B

-2.055

-0.017 7.759

-0.0015-0.0564 0.0433 43

-1.838

-0.052 7.678

-0.0014 0.1086 0.0305 44

-1.554

-0.081 7.500

-0.0014 0.1712

-0.0162 47 1 383

-0.091 7.355

-0.0013 0.2061 0.0089 50

-0.509

-0.073 6.255

-0.0011 0.3489 0.0135 52

-0.321 0.061 5.952

-0.0010 0.3721 0.0151 O

55 0.278

-0.020 4.877

-0.0009 0.4280 0.0128

(/

57 0.598

-0.006 4.251

-0.0008 0 4467 0.0070 58 0.667

-0.004 4.114

-0.0007 0.4497 0.0053 59 0.761

-0.002 3.925

-0.0007 0.4532 0.0032 61 0.858

-0.001 3.729

-0.0007 0.4561 0.0014 62 0.946

-0.001 3.545

-0.0007 0.4567 0.0011 64 1.126

-0.000 3.170

-0.0007 0.4573 0.0008 65 1.164 0.000 3.092

-0.0007 0.4574 0.0007 67A 1.341 0.001 2.731

-0.0006 0.4567 0.0007 67B 1.122

'0.001 1.910

-0.0004 0.3548 0.0006 70 0.665 0.000 1.591

-0.0003 0.3070 0.0006 73 0.426 0.000 1.399

-0.0002 0.2649 0.0005 102 0.330 0.000 1.311

-0.0001 0.2422 0.0004 103 0.108

-0.000 1.062 0.0000 0.1665 0.0002 i

112 0.033 0.000 0.943 0.0000 0.1241 0.0001 121 0.000 0.000 0.874 0.0000 0.0976 0.0000 122

-0.018 0.000 0.824 0.0000 0.0789 0.0000 131

-0.045 0.000 0.706 0.0000 0.0406 0.0000 140

-0.054 0.000 0.588 0.0000 0.0113 0.0000 144 0.000 0.000 0.000 0.0000

-0.0001 0.0000 700A

-0.965 0.465 1.610

-0.0821

-0.4709 0.0349 700B

-0.938 0.459 1.659

-0.0821

-0.4709

-0.0450 710

-0.933 0.456 1.667

-0.0821

-0.4709

-0.0447 i

720A

-0.923

-0.449 1.681

-0.0821

-0.4709

-0.0443 1

720B

-0.905

-0.444 1.714

-0.0821

-0.4709

-0.0155

-0.900

-0.445 1.724

-0.0821

-0.4709

-0.0153 i

O ). 730 740

-0.866

-0.447 1.798

-0.0821

-0.4709

-0.0151 750

-0.831

-0.449 1.872

-0.0821

-0.4709

-0.0149 760

-0.759

-0.454 2.024

-0.0821

-0.4709

-0.0143 63 1.083 0.111 3.258

-0.0007 0.4567 0.0011

CAEPIPE 386 CR-5A Page 24 version 3.72 CR 5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 Displacements: Expansion (TI) s Noce X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 75 0.424 0.088 1.398

-0.0059 0.2649 0.0138 76 0.423 0.108 1.398

-0.0061 0.2649 0.0144 77 0.418 0.175 1.396

-0.0061 0.2649 0.0144 78 0.402 0.107 1.422 0.0065 0.2649 0.0150 79 0.381 0.105 1.447

-0.0096 0.2649 0.0202 80A 0.059 0.060 1.827 0.0302 0.2649 0.0374 80B 0.014 0.087 1.863

-0.0410 0.2603 0.0718 82

-0.036 0.245 1.832

-0.0487 0.2603 0.0709 840

-0.066 0.341 1.810

-0.0535 0.2603 0.0703 84A

-0.077 0.376 1.801

-0.0552 0.2603 0.0701 84B

-0.129 0.405 1.758

-0.0378 0.2597 0.0689 87

-0.142 0,403 1.747

-0.0383 0 2597 0.0688 89

-0.571 0.328 1.376

-0.0502 0.2597 0.0661 92

-0.748 0.293 1.224

-0.0521 0.2597 0.0649 94A

-0.816 0.279 1.165 0.0524 0.2597 0.0645 94B

-0.890 0.261 1.167

-0.0521 0.2247 0.0630 96

-0.941 0.247 1.218

-0.0521 0.2247 0.0625 98

-1.885 0.000 2.163

-0.0521 0.2247 0.0568 99

-2.214

-0.083 2.493

-0.0521 0.2247 0.0568 101

-2.261

-0.095 2.540-

-0.0521 0.2247 0.0568 104 0.108 0.058 1.062 0.0000 0.1665 0.0002 0s 105 0.108 0.084 1.062 0.0000 0.1665 0.0002 106 0.108 0.138 1.062 0.0000 0.1665 0.0002 107 0.112 0.183 1.059 0.0000 0.1665 0.0002 108 0.146 0.138 1.033 0.0000 0.1665 0.0002 109 0.179 0.138 1.009 0.0000 0.1665 0.0002 110A 0.198 0.138 0.995 0.0000 0.1665 0.0002 110B 0.220 0.146 0.979 0.0000 0.1665 0.0252 lil 0.263 0.180 0.950 0.0000 0.1665

-0.0252 113 0.033 0.058 0.943 0.0000 0.1241 0.0001 114 0.033 0.084 0.943 0.0000 0.1241 0.0001 115 0.033 0.146 0.943 0.0000 0.1241 0.0001 116 0.037 0.183 0.941 0.0000 0.1241 0.0001 117 0.073 0.146 0.920 0.0000 0.1241 0.0001 118 0.112 0.146 0.899 0.0000 0.1241 0.0001 119A 0.135 0.146 0.886 0.0000 0.1241 0.0001 119B 0.164 0.156 0.871 0.0000 0.1241

-0.0199

)

120 0.202 0.188 0.851 0.0000 0.1241

-0.0199 123

-0.018 0.058 0.824 0.0000 0.0789 0.0000 124

-0.018 0.084 0.824 0.0000 0.0789 0.0000 125

-0.018 0.146 0.824 0.0000 0.0789 0.0000 126

-0.014 0.183 0.823 0.0000 0.0789 0.0000 127 0.023 0.146 0.810 0.0000 0.0789 0.0000 128 0.062 0.146 0.796 0.0000 0.0789 0.0000 129A 0.085 0.146 0.788 0.0000 0.0789 0.0000 129B 0.113 0.156 0.778 0.0000 0.0789 0.0200 p

130 0.152 0.188 0.766 0.0000 0.0789

-0.0200

\\.

132

-0.045 0.058 0.706 0.0000 0.0406 0.0000 133

-0.045 0.084 0.706 0.0000 0.0406 0.0000 134

-0.045 0.146 0.706 0.0000 0.0406 0.0000 135

-0.041 0.183 0.705 0.0000 0.0406 0.0000

1 CAEPIPE 386 CR-5A Psge 25 version 3.72 CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 Displacements: Expansion (TI)

Node X (inch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 137 0.035 0.146 0.692 0.0000 0.0406 0.0000 138A 0.058 0.146 0.687 0.0000 0.0406 0.0000 138B 0 086 0,156 0.682 0.0000 0.0406

-0.0200 139 0.125 0.188 0.676 0.0000 0.0406

-0.0200 141

-0.054 0.056 0.588 0.0000 0.0113 0.0000 142 0.054 0.141 0.588 0.0000 0.0113 0.0000 143 0.004 0.141 0.585 0.0000 0.0113 0.0000 Loads on Anchors: Operating (W+Pl+T1)

Node X (Ib)

Y (lb)

Z (lb)

XX(ft-lb)

YY(ft-lb)

ZZ(ft-lb) 1

-9643

-2584 2642

-19007

-205483

-97762 58 1462 121 32308

-5778

-3805 144 22665

-1705 2642 3559 127244 867 Loads on Hangers: 0perating (W+Pl+T1)

Node Type Load (Ib)

No.of Total (lb) 6 User hanger

-6670 1

-6670 20 User hanger 6250 1

-6250 23 User hanger

-4265 1

-4265 25 User hanger 4800 1

-4800 29 User hanger

-5520 1

-5520 34 User hanger 1990 1

1993 40 User hanger 7130 1

-7130 47 User hanger

-6465 1

-6465 50 User hanger

-5250 1

-5250 55 User hanger

-3340 1

-3340 65 Rod Hanger

-21708 1

-21708 102 Rod Hanger 9458 1

-9458 140 Rod Hanger

-5879 1

-5879 760 User hanger

-675 1

-675 840 User hanger 670 1

670 96 User hanger 500 1

-500 98 Rod Hanger

-532 1

-532 Displacements: Operating (W+Pl+T1)

Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 1 0.000 0.000 0.000 0.0000

-0.0001

-0.0001

'3A

-0.043

-0.447 0.016 0.0191 0.1614

-0.0314 3B

-0.252

-0.555 0.181

-0.0750

-0.3719 0.1151

-1.022

-0.392 0.597

-0.0976

-0.4473 0.0984

)67

-1.366 0.316 0.766

-0.1049 0.4641

-0.0917 14

-2.192 0.116 1.158 0.1250

-0.4728

-0.0721 17A

-2.349

-0.074 1.232

-0.1285

-0.4696

-0.0683 17B

-2.621 0.059 2.032

-0.1725 0.3678

-0.0318

l CAEPIPE 386 CR-5A Page 26 version 3.72 CR-5 W/ Rod Hangers. X CRW2 Y GR5 Spectra Jul 27,96

!m Displacements: Operating (W+Pl+T1) l Node X (incn)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 23

-1.783

-0.046 3.266

-0.2009

-0.3027

-0.0264 l

25

-0.900

-0.159 4.415

-0.2308 0.2919

-0.0354 27

-0.743

-0.186 4.620

-0.2361

-0.2961

-0.0404 29

-0.066

-0.344 5.564

-0.2590

-0.3361

-0.0683 31A

-0.019

-0.358 5.635

-0.2606

-0.3402

-0.0713 31B

-0.233

-0.144 6.386

-0.2726

-0.4126

-0.1207 34

-1.010 0.378 6.810

-0.2788

-0.4011

-0.1517 35

-1.458 0.699 7.069 20.2766

-0.3696

-0.1707 39A

-1.572 0.786 7.139

-0.2751

-0.3578

-0.1758 i

398

-2.112 0.842 7.751

-0.2530

-0.1493

-0.1371 41A

-2.112 0.842 7.751

-0.2530

-0.1491

-0.1371 41B

-2.054 0.624 7.905

-0.1375 0.0714

-0.1062 43

-1.837 0.527 7.810

-0.1299 0.1228

-0.0929 44

-1.553 0.420 7.615

-0.1200 0.1845

-0.0787 47

-1.382 0.362 7.460

-0.1140 0.2188

-0.0733 50

-0.508 0.133 6.316

-0.0834 0.3588

-0.0449 52

-0.320 0.097 6.005

-0.0768 0.3814

-0.0398 55 0.279 0.020 4.908

-0.0559 0.4353

-0.0185 57 0.599 0.000 4.273

-0.0447 0.4529

-0.0082 58 0.668

-0.002 4.134

-0.0423 0.4557

-0.0059 59 0.762

-0.004 3.942

-0.0390 0.4589

-0.0029 I

61 0.859

-0.004 3.743

-0.0356 0.4615 0.0003

\\

62 0.947

-0.004 3.558

-0.0348 0.4619 0.0010 64 1.127

-0.001 3.178

-0.0331 0.4624 0.0036 65 1.165 0.000 3.100

-0.0318 0.4624 0.0034 67A 1.342 0.002 2.735

-0.0256 0.4611 0.0014 67B 1.121

-0.011 1.910

-0.0002 0.3552 0.0046 70 0.663 0.006 1.591 0.0049 0.3069 0.0029 73 0.425

-0.002 1.399 0.0043 0.2645 0.0018 102 0.329 0.000 1.311 0.0026 0.2418 0.0014 103 0.108 0.000 1.062

-0.0003 0.1661 0.'0003 112 0.033

-0.000 0.943

-0.0002 0.1238 0.0000 121 0.000 0.000 0.874

-0.0002 0.0973 0.0000 122

-0.018

-0.000 0.824

-0.0002 0.0787

-0.0003 131

-0.045

-0.000 0.706 0.0001 0.0405

-0.0008 140

-0.054 0.000 0.588 0.0000 0.0113

-0.0010 144 0.000 0.000 0.000 0.0000

-0.0001 0.0000 700A

-0.959

-0.772 1.607

-0 1049

-0.4641

-0.3170 7008

-0.919

-0.797 1.654

-0.1049

-0.4641 0.3126 710

-0.908

-0.799 1.661

-0.1049

-0.4641

-0.3115 720A 0.889

-0.802 1.674

-0.1049

-0.4641

-0.3095 720B

-0.863

-0.816 1.705

-0.1049

-0.4641

-0.2493 730

-0.858

-0.822 1.716

-0.1049

-0.4641

-0.2481 740 0.824

-0.860 1.788

-0.1049 0.4641

-0.2457 750 0.789

-0.899 1.861

-0.1049

-0.4641

-0.2434 760

-0.717

-0.975 2.011

-0.1049

-0.4641

-0.2351 g)63 m

1.084 0.108 3.250

-0.0348 0.4619 0.0010 74 0.426 0.065 1.400

-0.0006 0.2645

-0.0088 75 0.428 0.086 1.399

-0.0042 0.2645

-0.0167 i

76 0.429 0.107 1.399

-0.0046 0.2645

-0.0175 l

77 0.435 0.174 1.398

-0.0046 0.2645

-0.0175 l

CAEPIPE 386 CR 5A Page 27 version 3.72 CR 5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 O..........................................................................

k./

Node X (1nch)

Y (1nch)

Z (1nch)

XX(de9)

YY(deg)

ZZ(deg) 79 0.388 0.110 1.449

-0.0098 0 2645

-0.0262 80A 0.066 0.176 1.828 0.0405 0.2645

-0.0548 80B 0.034 0.217 1.862

-0.0565 0.2577 0.0000 82 0.030 0.375 1.818

-0.0680 0.2577 0.0109 840-0.024 0.471 1.788

-0.0750 0.2577 0.0175 84A 0.021 0.506 1.776

-0.0776 0.2577 0.0199 848

-0.025 0.530 1.729

-0.0643 0.2641 0.0349 87

-0.038 0.527 1.717 0.0647 0.2641 0.0359 89

-0.474 0.437 1.347

-0.0344 0.2641 0.0690

.92

-0.654 0.420 1.194

-0.0189 0.2641 0.0826 94A

-0.723 0.415 1.135

-0.0160 0.2641 0.0879 948

-0.798 0.398 1.138

-0.0201 0.2291 0.1052 96

-0.849 0.373 1.190

-0.0201 0.2291 0.1115 98

-1.793 0.000 2.153

-0.0201 0.2291 0.0749 99

-2.122

-0.137 2.489

-0.0201 0.2291 0.1007 101

-2.169

-0.158 2.537

-0.0201 0.2291 0.1008 104 0.109 0.057 1.062

-0.0003 0.1661

-0.0114 105 0.111 0.084 1.062

-0.0003 0.1661

-0.0168 106 0.115 0.138 1.062 0.0003 0.1661

-0.0197 107 0.123 0.183 1.059

-0.0003 0.1661

-0.0197 108 0.154 0.134 1.033 0.0003 0.1661

-0.0203 S

109 0.187 0.131 1.009

-0.0003 0.1661

-0.0211 110A 0.205 0.130 0.995

-0.0003 0.1661

-0.0213 110B 0.229 0.135 0.979

-0.0003 0.1661

-0.0485 111 0.275 0.165 0.950

-0.0003 0.1661

-0.0486 i

113 0.036 0.057 0.943

-0.0002 0.1238

-0.0216 l

114 0.039 0.084 0.943

-0.0002 0.1238

-0.0316 115 0.049 0.145

'). 943

-0.0002 0.1238

-0.0376 116 0.059 0.182 0.941

-0.0002 0.1238

-0.0376 117 0.089 0.138 0.920

-0.0002 0.1238

-0.0380 118 0.128 0.132 0.899

-0.0002 0.1238

-0.0387 119A 0.151 0.128 0.886 0.0002 0.1238

-0.0389 119B 0.181 0.133 0.871

-0.0002 0.1238

-0.0600 120 0.226 0.159 0.851 0.0002 0.1238

-0.0600 123

-0.015 0.057 0.824

.n.0002 0.0787

-0.0171 124

-0.013 0.084 0.824 0.0002 0.0787

-0.0248 125

-0.005 0.145 0.824 0.0002 0.0787

-0.0295 126 0.004 0.182 0.823

-0.0002 0.0787

-0.0295 127 0.035 0.140 0.810 0.0002 0.0787

-0.0297 128 0.074 0.135 0.796

-0.000?

0.0787

-0.0302 129A 0.097 0.131 0.788

-0.0002 0.0787

-0.0304 129B 0.127 0.138 0.778 0.0002 0.0787

-0.0515 130 0.171 0.165 0.766

-0.0002 0.0787

-0.0515 132

-0.042 0.057 0.706 0.0001 0.0405

-0.0224 133

-0.038 0.083 0.706 0.0001 0.0405

-0.0323 134

-0.028 0.145 0.706 0.0001 0.0405

-0.0384 135

-0.018 0.182 0.706 0.0001 0.0405

-0.0384 i

O 136 0.012 0 138 0.699 0.0001 0.0405 0.0387 U

137 0.051 0.131 0.692 0.0001 0.0405 0.0394 138A 0.074 0.127 0.688 0.0001 0.0405

-0.03%

1388 0.104 0.132 0.683 0.0001 0.0405

-0.0607

CAEPIPE 386 CR-SA Page 28 Version 3.72 CR.5 W/. Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 Node.

X (1ncn)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 141

-0.051 0.056 0.588

- 0.0000 0.0113

-0.0217 142

-0.041 0.140 0.588 0.0000 0.0113

-0.0298 143 0.016 0.133 0.585 0.0000 0.0113

-0.0298 Loads on Anchors: Response spectrum Node X (lb)

Y (lb)

Z (Ib)

XX(ft.lb)

YY(ft-lb)

ZZ(ft-lb) 58 3890 121 3303 949 12345 144 679 109 2772 107 2688 1461 Loads on Hangers: Response spectrum Node Type Load (lb)

No.of Total (lb) 6 User hanger 130 1

130 20 user hanger 521 1

521 23 User hanger 542 1

542 25 User hanger 597 1

597

(

29 User hanger 283 1

283 34 User hanger 113 1

113 40 User hanger 56 1

56 47 User hanger 17 1

17 50 User hanger 19 1

19 55 User hanger 10 1

10 65 Rod Hanger 2149 1

2149 102 Rod Hanger 887 1

887 140 Rod Hanger 661 1

661 l

760 User hanger 57 1

57 840 User hanger 10 1

10 96 User hanger 88 1

88 98 Rod Hanger 79 1

79 Loads on Snubbers: Response spectrum Node load (ib)

X camp Y camp Z comp 27 5679 1.000 0.000 0.000 35 4135 1.125 0.000

-6.000 43 3038 0.000 1.000 0.000 44 6162 0.000

-2.604 7.000 52 2849 0,000

-2.740 7.000 57 8121 1.000 0.000 0.000 59 4782 0.000

-2.870 7.000 70 1789 7.000

-3.021 0.000 82 373 4.357 0.687 0.891 87 374 0.000 1.000 0.000 89 878 3.190

-2,206 4.577

i i

CAEPIPE 386 CR 5A Page 29 Version 3.72 CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 f)'s Loads on Snubbers: Response spectrum q

Node Load (lb)

X comp Y Comp Z comp 92 568 0.000 0.000 1.000 99 266 6.357 0.000

-3.570 01solacements: Response spectrum Node X (1nch)

Y (loch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 3A 0.019 0.000 0.009 0.0023 0.0056 0.0151 3B 0.036 0.020 0.001 0.0526 0.0069 0.0239 6

0.043 0.130 0.000 0.0641 0.0033 0.0294 7

0.041 0.179 0.000 0.0657 0.0057 0.0320 14 0.025 0.293 0.000 0.0633 0.0132 0.0371 17A 0.021 0.314 0.000 0.0620 0.0140 0.0382 17B 0.001 0.424 0.022 0.0396 0.0199 0.0377 20 0.001 0.434 0.028 0.0369 0.0201 0.0376 23 0.000 0.542 0.087 0.0130 0.0134 0.0275 25 0.000 0.597 0.096 0.0330 0.0097 0.0111 27 0.000 0.597 0.089 0.0389 0.0130 0.0114 29 0.000 0.566 0.039 0.0650 0.0209 0.0215 31A 0.000 0.563 0.035 0.0668 0.0209 0.0220 31B 0.023 0.434 0.012 0.0909 0.0178 0.0315 m

( ".)

34 0.053 0.260 0.012 0.0926 0.0146 0.0318 35 0.066 0 156 0.012 0.0881 0.0103 0.0325 39A 0.069 0.129 0.012 0.0862 0.0091 0.0328 4

39B 0.023 0.047 0.061 0.0426 0.0142 0.0378 41A 0.023 0.047 0.061 0.0426 0.0142 0.0378 41B 0.001 0.026 0.067 0.0272 0.0290 0.0284 43 0.001 0.000 0.039 0.0260 0.0278 0.0238 44 0.001 0.025 0.009 0.0246 0.0183 0.0151 47 0.001 0.034 0.007 0.0237 0.0107 0.0101 50 0.000 0.038 0.013 0.0208 0.0053 0.0072 52 0.000 0.034 0.013 0.0204 0.0036 0.0072 55 0.000 0.015 0.008 0.0202 0.0036 0.0077 57 0.000 0.006 0.003 0.0205 0.0034 0.0050 58 0.000 0.005 0.002 0.0206 0.0032 0.0039 59 0.000 0.004 0.002 0.0208 0.0030 0.0028 61 0.000 0.003 0.003 0.0210 0.0030 0.0023 62 0.000 0.002 0.004 0.0210 0.0028 0.0023 64 0.000 0.000 0.006 0.0199 0.0014 0.0025 65 0.000 0.000 0.006 0.0191 0.0006 0.0028 67A 0.000 0.003 0.005 0.0150

'0.0022 0.0037 67B 0.002 0.002 0.001 0.0020 0.0011 0.0063 70 0.000 0.001 0.001 0.0009 0.0011 0.0045 73 0.001 0.000 0.001 0.0007 0.0006 0.0034 102 0.001 0.000 0.000 0.0004 0.0003 0.0029 103 0.001 0.000 0.000 0.0001 0.0006 0.0016 0.000 0.000 0.000 0.0001 0.0008 0.0008

/])-112 C.

121 0.000 0.000 0.000 0.0001 0.0009 0.0000 122 0.000 0.000 0.000 0.0001 0.0009 0.0006 131 0.001 0.000 0.000 0.0000 0.0006 0.0013 140 0.001 0.000 0.000 0.0000 0.0002 0.0015

i J

CAEPIPE 386.

CR-5A Page 30

. Version 3.72 CR 5 W/' Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 j

D1solacements: Re:ponse spectrum

{

Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 700A 0.042 0.395 0.031 0.0666 0.0279' O.1754 700B 0.041 0 415 0.035 0 0670 0.0312 0.1910 l

710 0.042 0.419 0.036 0.0670 0.0313 0.1914 720A 0.044 0.426 0.038 0.0670 0.0315 0.1921 i

.720B 0.046 0.440 0.041 0.0672 0.0336 0.1989 2

730

'0.046 0.444 0.042 0.0672 0.0336 0.1991 3

740 0.046 0.475~

0.047 0.0672 0.0337 0.1991 3

750 0.046 0.506 0.052 0.0672 0.0337 0.1990 760 0.046 0.569 0.063 0.0672 0.0337 0.1984 63 0.'001 0.001 0.016 0.0210 0.0028

-0.0023 i

74 0.002 0.000 0.001 0.0076 0.0453 0.0094 75

-0.003 0.000 0.002 0.0152 0.0786 0.0165 76 0.004 0.000

- 0.003 0.0161 0.0822 0.0174 77 0.010 0.000

-0.008 0.0161 0.0822 0.0174 78 0.004 0.002 0.005 0.0174 0.0850 0.0183 79 0.004 0.004 0.014 0.0292 0.1091 0.0261 80A 0.004 0.066 0.258 0.1060 0.2139 0.0506 80B 0.011 0.073 0.275 0.1356 0.2302 0.0455 82 0.045 0.073 0.166 0.1805 0.2593 0.0614 840 0.075 0.073 0.081 0.2171 0.2770 0.0787 84A 0 088 0.073 0.046 0.2319 0.2835 0.0841 4

84B 0,058 0.021 0.000 0.3954 0.3027 0.1018 1

87-0.042 0.000 0.000 0.4009 0.3045 0.1038 89 0.521 0.753 0.000 0.4803 0.3857.

0.1698 92 0.794 1.079 0.000 0.4760 0.4092 0.1971 l

94A 0.901 1.203 0.000 0.4752 0.4077 0.2076 948 0.963 1.242 0.060 0.4618 0.3673 0.2371 96 0.963 1.187 0.143 0.4618 0.3606 0.2434 98 0.964 0.000 1.394 0.4618 0.2357 0.3063 e

i 99 0.964 0.453 1.717 0.4618 0.2163 0.3101 i

101 0.964 0.518

-1.761 0.4618 0.2164 0.3101-104 0.006 0.000 0.000 0.0016 0.0012 0.0375 l

105 0.011 0.000 0.000 0.0022 0.0015 0.0500 106 0.024 0.000 0.001 0.0024 0.0017 0.0544 107 0.036 0.001 0.001 0.0024 0.0017 0.0544 j

108 0.024 0.010 0.001 0.0024 0.0017 0.0546 109 0.024 0.018 0.001 0.0024 0.0018 0.0551 110A 0.024 0.022 0.001 0.0024 0.0018 0.0553 j

1 110B 0.027 0.028 0.001 0.0024 0.0020 0.0570 111 0.036

. 0.037-0.002 0.0024 0.0020 0.0571 i

113 0.008 0.000 0.000 0.0020 0.0017 0.0556 114 0.016 0.000 0.001 0.0027 0.0021 0.0748 115 0.039 0.000 0.001 0.0029 0.0024 0.0827 116 0.053 0.002 0.002 0.0029 0.0024 0.0827 1

117 0.039 0.015 0.002 0.0029 0.0024 0.0829 118~

0.039 0.030 0.002 0.0029-0.0024 0.0834 i

g 119A 0.039 '

O.038 0.002 0.0029 0.0025 0.0836

~

) 1198 0.043 0.049 0.003 0.0030 0.0025 0.0849 120 0.057 0.062 0.003 0.0030 0.0025 0.0850 123 0.006 0.000 0.000 0.0013 0.0016 0.0422 124 0.012 0.000 0.000 0.0018 0.0021 0.0565 y

--e n

. ~ ~. -

CAEPIPE 386 CR-SA Page 31 version 3.72 CR-5 W/ Rod Hangers. X CRW2 Y GRS Spectra Jul 27.96 (N

Displacements: Response spectrum 1

9 Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(ceg) 125 0.029 0.000 0.001 0.0019 0.0024 0.0621 126 0.040 0.001 0.001 0.0019 0.0024 0.0621 127 0.029 0.011 0.001 0.0019 0.0024 0.0622 128 0.029 0 022 0.001 0.0019 0.0024 0.0626

]?9A 0.029 0.029 0.001 0.0019 0.0025 0.0627 129B 0.033 0.037 0.002 0.0019 0.0026 0.0638 130 0.043 0.047 0.002 0.0019 0.0026 0.0639 132 0.008 0.000 0.000 0.0021 0.0013' O.0512:

133 0.015 0.000 0.001 0.0028 0.0017 0.0688 134 0.036 0.000 0.001 0.0030 0.0019 0.0760.

135 0.049 0.001 0.002 0.0030 0.0019 0.0760 136 0.036 0.014 0.002 0.0030 0.0019 0.0762 1

137 0.036 0.027 0.002 0 0030 0.0020 0.0766 138A 0.036 0.035 0.002 0.0030 0.0020 0.0768 138B 0.040 0.045 0.003 0.0030 0.0020 0.0781 139 0.052 0.057 0.003 0.0030 0.0020 0.0781 141 0.006 0.000 0.001 0.0034 0.0021 0.0376 142 0.023 0.000 0.002 0.0039 0.0029 0.0448 143 0.023 0.012 0.003 0.0039 0.0029 0.0448

<C

CAEPIPE 386 CR-5B Page 1 Version 3.72 CR 5 W/ Rod Hangers, Y GRS Z CRW2 Spectra Jul 27.96 O

CAEPIPE Version 3.72 Client F. P. C.

Project Evaluation of effect of bent rod hanger File Number S 96-0129 Report Number, Attachment B Model Name CR.58 Title CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Subtitle 1

h'(

Ch Prepared by I

.u e+

Date:

D. C. Jopling

)

i

(( f!

Checked by Date:

C. G. Pugh /

O

1 l

CAEPIPE 386 CR-5B

.Page 2 Version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 Options O

Piping code - B31.1 (1967)

Do not use liberal allcwable stresses Exclude ax1al force in stress calculations Reference temperature - 70 (F)

Number of thermal cycles - 7000 Use modulus at reference temperature Include hanger st1ffness Include Bourdon effect Do not use pressure correction for bends Pressure stress - PD / 4t

. Peak-pressure factor - 1.00 Cut off frequency - 50 Hz Number of modes - 50 Include m1ssing mass correct 1on 1

Do not use friction in dynamic analysis vertical direction - Y l

[hobb Thb bk[fk $n"5 bh[fk n"5 bkkfb $n"5 kak Shc o$d b$$$

i 1

1 From Anchor 2

3 Bend

-12'6" 1

1 1

3 6

11.854 1

1 1

User hanger 4

7 3.583 1

1 1

5 14 8.333 1

1 1

Snubber O6 17 Bend 7.583 1

1 1

7 20 7'6" 1

1 1

User hanger

~

8 23 16.333 1

1 1

User hanger 9

25 18.792 1

1 1

User hanger 10 27 3.333 1

1 1

Snubber 11 29 14'5" 1

1 1

User hanger i

12 31 Bend 7'0" 1

1 1

13 34 15'0" 1

1 1

User hanger 14 35 5'6" 1

1 1

Snubber 15 39 Bend 7'6" 1

1 1

16 40

-6'0" 1

1 1

User hanger-17 41 Bend

-3'0" 1

1 1

1 18 43 7'7-1/2" 1

1 1

Snubber 19 44 -

6.042 1

1 1

Snubber 20 47 3.646 1

1 1

User hanger 21 50 18.583 1

1 1

User hanger 22 52 4'0" 1

1 1

Snubber 23 55 12*9" 1

1 1

User hanger 24 57 6'9-3/4" 1

1 1-Snubber 25 58 1.458 1

1 1

Anchor 26 59 2'0" 1

1 1

Snubber 27 61 2.062 1

1 1

28 62 Valve I'll" 1

1 1

29 64 Valve 3'11" 1

1 1

30 65 0'9-3/4" 1

1 1

Rod hanger 31 67 Bend 9*8" 1

1 1

s 32 70 0.218

-12*6" 1

1 1

Snubber 33 73 0.069

-4'0" 1

1 1

34 102 0.032

-1.833 1

1 1

Rod hanger 35 103 0.091

-5.208 1

1 1

l

~

CAEPIPE 386 CR-5B Page 3 Version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96

1. Node Type DX(ft'1n") DY(ft'in") DZ(ft*1n") Mat Sec Load Data fs 36 112 0.044

-2.500 1

1 1

37 121 0.025

-1.458 1

1 1

Anchor 38 122 0.018

-1.042 1

1 1

39 131 0.044

-2.500 1

1 1

40 140 0.044 2'6" 1

1 1

Rod hanger 41 144 0.218

-12.512' 1

1 1

Anchor 42 7 From 43 700 Bend 8.964 1

2 2

44 710 0.320 0.320 1

2 2

45 720 Bend 0.320 0.320 1

2 2

46 730 0'3-3/4" 1

2 2

47 740 Valve O'9" 1

2 2

48 750 Valve O'9" 1

2 2

49. 760 1.542 1

2 2

User hanger

'50' 62 From 51 63 Rigid 3'0" 2'5" 1

2 2

Conc mass 52 73 From 53 74 1.416 1

2 2

54 75 Reducer 0.450.

1 2

2 55 76 Valve 0.450 1

2 2

56 77 R191d 1.458 1

2 2

Conc mass 57 76 From 58 78 Valve

-0.450 1

2 2

59 79 Reducer -0.450 1

2 2

50 80 Bend

-7.600 1

2 2

l 61 82 4.104 1

2 2

Snubber j

62 840 2.042 1

2 2

User hanger 63 84 Bend l'6" 1

2. 2 64 87

-l'0" 1

2 2

Snubber 65 89

-7'10 1/2" 1 2

2 Snubber 66 92

-3'3" 1

2 2

Snubber 67 94 Bend

-2'0" 1

2 2

68 96

-1.833 1

2'2 User hanger 69 98

-20.083 1

2 2

Rod hanger 70 99

-7'0" 1

2 2

Snubber i

71 101

-l'0" 1

2 2

72 103 From 73 104 1.224 1

2 2

74 105 0'6-3/4" 1

2 2

Flange

-75 106 Valve 1.177 1

2 2

76 107 Rigid 0.083 0.984 1

2 2-Conc mass 77 106 From i

78 108 Valve 0.833 1

4 4

79 109 0.698 1

4 4

Flange 80 110 Bend O'8" 1

4 4

81 111 1.002 1.002 1

4 4

Conc mass 82 112 From 83 113 1 224 1

2 2

84 114 0*6-3/4" 1

2 2

Flange 5 115 Valve 1.344 1

2 2

W)E6 116 R1gid 0.083 0.817 1

2 2

Conc mass 87 115 From 88 117. Valve O'10-1/2" 1

3 3

89 118 0.833 1

3 3

Flange

CAEPIPE 386 CR-5B Paga 4 Version'3.72 CR-5 W/ Rod. Hangers. Y GRS Z CRW2 Spectra Jul 27.96~

p # -Node Type DX(ft Data

. g.......................'in") DY(ft 1n") DI(ft'in") Mat Sec Load 90 119 Bend 0.833 1

3 3

91 120

-1.002.

1 002 1

3 3

Conc mass i

92 122 From i

-93 123 1.224 1

2 2

94 -124 0'6 3/4" 1

2 2

Flange 95 125 Valve 1<344 1

2 2

96 126 R1gid 0.083 0.817 1

2 2

Conc mass 97 125 From i

98 127 Valve O'10 1/2" 1

3 3

Flange 99 128 0.833 1

3 3

i 100 129 Bend 0.833 1

3 3

101 130 1.002 1.002 1

3 3

Conc mass 1

102 131 From i

103 132' 1.224 1

2 2

i 104 133 0*6-3/4" 1

2 2

Flange 105 134 Valve 1.344 1

2 2

i

-106 135 R1gid 0.083 0.817 1

2 2

Conc mass 107 '134-From i

108 136 Valve O'10-1/2" 1

3 2

1 109 137 0.833 1

3 3

F1ange --

110 138 Bend 0.833 1

3 3

l 111' 139 1.002 1.002 1

3 3

Conc mass 112 140 From i

f)113 141 1.198 1

2 2

)

14 142 Valve 1.833-1 2

2 4 15 143 Rigid -

l'3" 1

2 2

Conc mass l

Bends Bend Radius Thickness Int. Angle Int. Angle Node (inch)

(inch)

Node (deg) Node (deg) 17 72.0 V

31 72.0 V

39 72.0 V

41 36.0 V

67 72,0 V

y 700 9.0 L

720 6.0 5-80 9.0 L

84 9.0.

-L.

l 94 9.0 L

110 8.0 S

i 119 10.0 5

129 10.0 5

138 10.0 S

Valves Weight Thick Insul Add Wght OX DY DZ From To (lb)

X Wgt X (lb)

(inch)

(inch)

. inch)

(

61 62 0

3,00 1.75

CAEPIPE 386 CR.5B Jul 27.96 Page 5 version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Valves f-Weight Thick Insul Add Wght DX DY DZ From To (lb)

X Wgt X (lb)

(inch)

(1nch)

(inch) 730 740 575 3.00 1.75 740 750 575 3.00 1.75 75 76 0

3.00 1.75 76 78 0

3.00 1.75 105 106 0

3.00 1.75

, 106 108 0

3.00 1.75 114 115 0

3.00 1.75 115 117 0

3.00 1.75 124 125 0

3.00 1.75 125 127 0

3.00 1.75 133 134 0

'3.00 1.75 134 136 0

3.00 1.75 141 142 0

3.00 1.75 Reducers 001 Thk1 002 Thk2 Cone Angle Knuc Delta From To (inch)

(inch)

(inch)

(inch)

(deg) kles (inch) 74 75 6.625 0.28 3.5 0.28 0.00

/

78 79 3.5 0.28 6.625 0.28 0.00

(

Rigid Elements From To Weight (lb) 62 63 0

76-77 0

106 107 0

115 116 0

125 126 0

134 135 0

c 142 143 0

Anchors (lb/ inch)

(in-lb/deg)

Releases Node KX KY KZ KXX

-KYY KZZ X Y Z XXYYZZ 1

Rigid Rigid Rigid R1gid Rigid Rigid 58 7.5758E+5 Y

YYYY 121-Rigid Rigid Rigid YYY 144 Rigid Rigid Rigid Rigid Rigid Rigid Hangers

))...........................................................................Short SpringRate Hangerload Load No. Load Node-

. Type of var (!) Range (lb/ inch)

(1b) type

CAEPIPE 386 CR-58 Pa0e 6 Verslor 3.72-CR.5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 Hangers

{-

No. Load Short SpringRate Hangertoad Load Node Type of var (!) Range (lb/ inch)

(lb) type 20 User hanger 1

1200 6250 Hot 23 User hanger 1

1000 4265 Hot 25 User hanger 1

1000 4800 Hot l

29 User nanger 1

500 5520 Hot l

34 User nanger 1

435 1990 Hot 40 User hanger 1

1200 7130 Hot 47 User hanger 1

500 6465 Hot i

l 50 User hanger 1

500 5250 Hot 55 user hanger 1

670 3340 Hot 65 Rod Hanger 1

102 Rod Hanger 1

140 Rod Hanger 1

760 User hanger 1

100 675 Hot l

840 User hanger 1

140 670 Hot 96 User nanger 1

74 500 Hot 98 Rod Hanger 1

L Snubbers i

Stiffness Direction Node (lb/ inch)

X cam Y comp Z comp l p..........................p V

14 R191d 1.000 27 Rigid.

1.000 35 -

Rigid 1.125

-6.000 43 Rigid 1.000 44 Rigid 2.604 7.000 52 Rigid-2.740 7.000 57 R191d 1.000 59 Rig 1d 2.870 7.000 70 Rigid 7.000

-3.021 82 Rigid 4.357 0.687 0.891 87 Rigid 1.000 89 -

Rigid 3.190

-2.206 4.577 92 Rigid 1.000 99 Rigid 6.357

-3.570 l

Flanges t

l Node Weight (1b)

Type 105 164 Weld neck 109 273 Weld neck 114 164 Weld neck 118 454 Weld neck 124 164 Weld neck T 127 454 Weld neck 4

J 133 164 Weld neck 137 454 Weld neck m

e l

.CAEPIPE 386 CR 5B Page 7 l

Version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 i

t O'............................ Concentrated Masses Weight DX DY DZ t

Node

.(lb)

(inch)

(1nch)

(inch)77-540 i

107 1257 111 44.50 116 1257 l

120 83 126 1257 130 83 135 1257 139.

83 143 1320 Coordinates l

Node X (ft'in")

Y (ft'in")

Z (it'in")

3A 0'0"

-9'6" 0'0" 3

0'0"

-12'6" 0'0" 38 0'0"

- 12.' 6" 3'0" 6

0'0"

-12'6" 11.854 7

'0'0" 12'6" 15.437 i

(m 14 0'0"

-12'6" 23.770 l

--17A 0'0"

-12'6" 25.354 17 0'0"

-12'6" 31.354 17B 6'0"

-12'6" 31.354 20 7'6"

-12*6" 31.354 23 23.833

-12'6" 31.354 i

25 42.625

-12'6" 31.354 l

27 45.958

-12*6" 31.354 29 60.374

-12'6" 31.354 31A 61.374

-12'6" 31.354 31 67.374

-12*6" 31.354 j

31B 67.374

-12'6" 37.354 34 67.374 12*6" 46.354 35 67.374

-12'6" 51.854 39A 67.374

-12'6" 53.354 39 67.374

-12'6" 59.354 39B 67.374

-18'6" 59.354 40 67.374

-18'6" 59.354 41A 67.374

-18'6" 59.354 i

-41 67.374

-21*6" 59.354 41B 70.3/4

-21'6" 59.354 43 74.999

-21'6" 59.354 44 81.041

-21'6" 59.354 47 84.687

-21'6" 59 354

.50 103.271

-21'6' 59.354

) 52 107.271

-21'6" 59.354 i

55 120.021

-21'6" 59.354 57 126.833.

21'6" 59.354 i

58 128.291 21'6" 59.354 i

CAEPIPE 386 CR-5B Page 8 Version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 s

Coordinates Node X (ft'1n")

Y (ft*1n")

Z (ft'in")

59 130.291

-21'6" 59.354 61 132.353

-21'6" 59.354 62 134.270

-21'6" 59.354 64 -

138.186

-21'6" 59.354 65 138.999

-21'6" 59.354 67A 142.769

-21'6" 59.354 67 148.666

-21*6" 59.354 67B 148.769

-21'6" 53.458 70 148'884

-21'6" 46.854

~

73 148.953

-21'6" 42.854 102 148.985

-21~6" 41.021 l

103 149.076

-21*6" 35'9 3/4" 112 149.120-

-21*6" 33.313 121 149.145

-21'6" 31.855 122 149.163

-21'6" 30.813 131 149.206

-21'6" 28.313 140 149'3"

-21'6" 25.813 144 149.469

-21'6" 13.301 700A 8.653-

-12'6" 15.437 700 8.964

-12'6" 15.437 7008 9.183

-12.280 15.437 710 9.283

-12.180 15.437 O 720A 9.457

-12.006 15.437 1

720 9.603

-11.860 15.437 7208 9.811

-11.860 15.437 730 9.916

-11.860 15.437 740 10.666

-11.860 15.437

)

750 11.416

-11.860 15.437 760 12.958

-11.860 15.437 63-137.270

-19'1" 59.354 74-148.953

-20'1" 42.854 i

75 148.953

-19.634 42.854 76 148.953

-19.184 42.854 77 148.953

-17.726 42.854 78 148.503

-19.184 42.854 79 148.053

-19.184 42.854 80A 141.203

-19.184 42.854 80 140.453

-19.184 42.854 80B 140.453

-18.434 42.854 82 140.453

-15.080 42.854 840

-140.453

-13.038 42.854 84A 140.453

-12.288 42.854 84 140.453

-11.538 42.854 848 140.453

-11.538 42.104 87 140.453

-11.538 41.854 89 140.453

-11.538 33.979 i

92 140.453

-11.538 30.729 O 94A-140.453

-11.538 29.479 94 140.453

-11.538 28.729 948 139.703

-11.538 28.729 138.620

-11.538 28.729 98 118.537

-11.538 28.729

CAEPIPE 386-CR-5B Page 9 4

Vtrsion 3.72' CR 5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 Coordinates g

3 V

Node X (ft'in")

Y (ft'1n")

Z (ft'1n")

99 111.537

-11.538 28.729 101 110.537

-11.538 28.729 104 149.076

-20.276 35'9 3/4" 105 149.076

-19.713 35'9 3/4" 106 149.076

-18.536 35'9-3/4" 107 149.159

-17.552 35'9 3/4" 108 149.909

-18.536 35'9-3/4" 109 150.607

-18.536 35'9 3/4" 110A 150.997-

-18.536

-35'9-3/4" 110 151.273

-18.536 35'9 3/4" 110B 151.469

-18.341 35'9-3/4" 111 152.275

-17.534 35'9 3/4" 113 149.120-

-20.276 33.313 114 149;120

-19.713 33.313 115 149.120

-18.369 33.313 116 149.203

-17.552 33.313 117 149.995

-18.369 33.313 118 150.828

-18.369 33.313 119A 151.316

-18.369 33.313 119 151.661

-18.369 33.313 1198 151.905

-18.125 33.313 120 152 663

-17.367 33.313 (O

123 149.163

-20.276 30.813

)

124' 149.163

-19.713 30.813 125 149.163

-18.369 30.813 126 149.246

-17.552 30.813 127 150.038

' 18.369 30.813 128 150.871

-18.369 30.813 129A 151.359

-18.369 30.813 129 151.704

-18.369 30.813 129B 151.948

-18.125 30.813 130 152.706

-17.367 10.813-132 149.206

-20.276 28.313 133 149.206

-19.713 28.313 134 149.206

-18.369 28.313 135 149.289

-17.552 28.313 136 150.081

-18.369 28.313 137 150.915

-18.369 28.313 138A 151.403

-18.369 28.313 138 151.748

-18.369 28.313 138B 151.992

-18.125 28.313 139 152.750-

-17.367 28.313 141 149'3"

-20.302 25.813 142 149'3"

-18.469 25.813 143 150'6"

-18.469 25.813 OT

CAEPIPE 386 CR-5B-Jul 27.96 Page 10 Version 3.72-CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra 3

Pipe material 1: A106 Grade B bensiky b$bbbb (kb/$nbhhu b$bbb bo$nt facko ibbType$bb Temp E

Alpha Allowable' (F)

(ps1)

(1n/in/F)

(ps1)

.kbb bh$bkIb b$bbk$b khbbb 70 27.9E+6 6.07E-6 15000 200 27.7E+6 6.38E-6 15000 300 27.4E+6 6.60E-6 15000 400 27.0E+6 6.82E-6 15000 500 26.4E+6

' 7.02E 6 15000 600 25.7E+6 7.23E-6 15000 650 25.3E+6 7.34E 6 15000 700 24.8E+6 7.44E-6 14350 750 24.8E+6 7.55E-6.

12950 800 23.4E+6 7.65E-6 10800 P1pe Sections Name.Dia.

Sch (inch) (inch) (inch)

(%) (lb/ft3) (inch) (lb/ft3) (inch)

-2 6"

STD 6.625 0.28-0.0 O f0 1

10" 60 10.75 0.5 - 0.0 0.0

(

4 8"

STD 8.625 0.322 0.0 0.0 Loads I

Acceleration load: X - 0.00. Y - 0.00. Z - 0.00 (g's)

Acceleration load combination - Algebraic sum i

Wind velocity - 0 (mph)

Shape factor - 0.60 Wind direction: X comp - 0.000. Y camp - 0.000. Z camp - 0.000 Y spectrum: GRS (fig 22)

Factor - 1.3300 Interpolation:

1: Linear 1: Linear Frequency Acceleration i

(Hz)

(g's) 0.700 0.065 1.000 0.150 l_

1.300 0.190 l

1.500 0.190 l

2.000 0.187 3.800 0.187 5.500 0.175 10.000 0.118 0)'20.000 15.000 0.080 0.072 l

25,000 0.070 l

31.000 0.059

i

~CAEPIPE.386 CR-5B Page 11 Version 3.72.

CR 5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 j

50.000 0.050 Z spectrum: CRW2 Factor - 2.0000 Interpolation:

1: Linear - 1: Linear

'i Frequency Acceleration-l (Hz)

(g"s)-

0.500 0 040 0.700 0.064 1.000.

0.150 J

-1.200 0.210 l'.300 0.220' i

2.500 0.220 J

3.150 0.220 4.000 0.440 5.000 0.440 5.250 0.240-6.750 0.240 i

7.000 0.~240 8.000 0.240' 10.000 0.250 12.500 0.250 13.000 0.240 14.000 0.440 14.500 0.440

-( m)'

20.000 0'.180 18.000 0.440 22.000 0.180 31.000 0.180 34.000-0.180 36.000 0.100 50.000 0.100 Mode sum - Closely spaced Direction sum - SRSS Number of thermal loads = 1 Pipe loads Load-T1 P1 T2 P2 T3 P3 Specific Add.Wgt Wind Name (F) (psi)

(F)

_ psi)

(F) (psi)- gravity (ib/ft) Load

(

2 600 1050 10.030-1 L

3 600 1050 16.800 l

4-600 1050 13.500 B31.1 (1967) Code Compliance (sorted stresses)

...... Sustained.--....--.-- Expansion -.-.-- ---.-- Occasional --.--

))

SL SE Sl+SO SL+SO/

[

_ Node.

(psi) SL/SH Node (psi) SE/SA Node (psi) 1.20SH

CAEPIPE 386 CR-5B Page 12 Version 3.72 CR 5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 B31.1 (1967) Code Compliance (sorted stresses)

O

...... Sustained -..---.----- Expansion ----- ---- - Occasional --.--

U SL SE SL+SO SL+50/

Node (psi) SL/SH Node (ps1) SE/SA Node (psi) 1.20SH 78 10061 0.67 121 9075 0.40 112 17827 0.99 720B 9898 0.66 112 8632 0.38 75 16204 0.90 720A 9026 0.60 122 8343 0.37 131 14935 0.83 114 8586 0.57 103 7874 0.35 113 14745 0.82 112 8585 0.57 1

7086 0.31 122 13949 0.77 113 8585 0.57 3A 6993 0.31 140 13764 0.76 133 8582 0.57 131 6589 0.29 103 13441 0.75 131 8582 0.57 102 6293 0.28 114 13332 0.74 132 8582 0.57 41A 6107 0.27 84A 13321 0.74 140 8542 0.57 398 5995 0.27 132 12820 0.71 141 8542 0.57 39A 5850 0.26 848 12800 0.71 124 8051 0.54 73 5737 0.25 720B 12230 0.68

'122 8051 0.54 43 5446 0.24 123 11990 0.67

'123 8051 0.54 44 4915 0.22 133 11851 0.66 74 7951 0.53 140 4834 0.21 141 11729 0.65 73 7951 0.53 47 4596 0.20 720A 11669 0.65 41A 7880 0.53 70 4523 0.20 104 11528 0.64 79 7846 0.52 144 3950 0.18 124 11093 0.62 700B 7833 0.52 35 3875 0.17 700A 11084 0.62 58 7820 0.52 17B 3579 0.16 79 10812 0.60

/~'

57 7301 0.52 67B 3481 0.15 7008 10724 0.60

' 's 94B 7745' O.52 6

3176 0.14 105 10653 0.59 59 7734 0.52 75 3168 0.14 948 10215 0.57 61 7609 0.51 31A 3154 0.14 808 10177 0.57 l

17A 7566 0.50 78 3020 0.13 73 9396 0.52

)

730 7539 0.50 50 2996 0.13 74 9336 0.52 750-7534 0.50 52 2660 0.12 17A 9307 0.52 l

98 7512 0.50 20 2457 0.11 38 9275 0.52

)

105 7500 0.50 34 2342 0.10 840 9262 0.51 103 7500 0.50 29 2197 0.10 89 9232 0.51 i

104 7500 0.50 7

2178 0.10 87 9217 0.51 55 7474 0.50 17A 1913 0.09 41A 9182 0.51 l

31B 7452 0.50 55 1642 'O.07 82 9087 0.50 39B 7373 0.49 31B 1552 0.07 25 9062 0.50 108 7348 0.49 14 1226 0.05 31B 9044 0.50 808 7330 0.49 57 1182 0.05 3A 8919 0.50 I

B4A 7330 0.49 58 1102 0.05 23 8902 0.49 14 7280 0.49 23 1035 0.05 80A 8891 0.49 67B 278 0.49 27 967 0.04 27 8669 0.48 7

110A 7268 0.48 59 906 0.04 98 8637 0.48 96 7230 0.48 74 788 0.04 58 8540 0.47 3A 7203 0.48 79 715 0.03 59 8518 0.47 110B 7157 0.48 808 709 0.03 14 8474 0.47 3B 7152 0.48 84A 709 0.03 57 8440 0.47 109 7140 0.48 61 705 0.03 96 8300 0.46

(--)52 7122. 0.47 25 694 0.03 1

8291 0.46 17B 7119 0.47 848 668 0.03 61 8266 0.46 102 7105 0.47 720A 667 0.03 730 8239 0.46 l

89 7103 0.47 700A 626 0.03 47 8223 0.46 l

20 70 %

0.47 720B 599 0.03 65 8209 0.46 i

3 CAEPIPE 386 CR-5B Page 13 version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 i

j B31.1 (1967) Code Compliance (sorted stresses)

...... Sustained --- -- ------ Expansion ---.-. -....- Occasional -----

SL SE SL+50 SL+SO/

Node (psi) SL/SH Node (psi) SEZSA Node (psi) 1.20SH 31A 7064 0.47 700B 548 0.02 39B 8192 0.46 111 7031 0.47 67A 342 0.02 44 8189 0.45 710 7013 0.47 80A 319 0.01 64 8150 0.45 29 6991 0.47 840 313 0.01 710 8144 0.45

'47 6906 0.46 82 313 0.01 67B 8097 0.45 j

65 6889 0.46 87 291 0.01 41B 8095 0.45 1

25 6832 0.46 710 236 0.01 39A 7935 0.44 34 6826 0.46 730 195 0.01 31A 7909 0.44 23 6806 0.45 64 137 0.01 17B 7820 0.43 1

6798 0.45 89 121 0.01 55 7816 0.43 i

700A 6791 0.45 948 119 0.01 52 7724 0.43 67A 6751 0.45 750 99 0.00 94A 7724 0.43 50 6736 0.45 96 76 0.00 34 7709 0.43 I

840 6705 0.45 65 62 0.00 750 7652 0.43 82 6705 0 45 92 57 0.00 29 7575 0.42 1

92 6684 0.45 944 52 0.00 35 7574 0.42 64 '

6680 0.45 141 0

0.00 108 7553 0.42 41B 6676 0.45 104 0

0.00 43 7527 0.42 27:

6660 0.44 123 0

0.00 110A 7488 0.42 94A 6658 0.44 105 0

0.00 67A 7475 0.42 44 6656 0.44 124 0

0.00 20 7461 0.41 70 6632 0.44 132 0

0.00 6

7399 0.41 35 6627 0.44 133 0

0.00 110B 7315 0.41 144 6618 0.44 113 0

0.00 50 7303 0.41 6

6610 0.44 114 0

0.00 102 7295 0.41 43 6606 0.44 98 0

0.00 109 7232

.0.40 39A 6585 0.44 110A 0

0.00 92 7189 0.40 121 6574 0.44 108 0

0.00 111 7031 0.39 80A 6565 0.44 109 0

0.00 70 6927 0.38 i

84B 6351 0.42 136 0

0.00 121 6701 0.37 l

87 6338 0.42 117 0

0.00 144 6683 0.37 99 6231 0.42 118 0

0.00 99 6242 0.35 101 6211 0.41 119A 0

0.00 760 6211 0.35 760 6211 0.41 129B 0

0.00 101 6211 0.35 136 5921 0.39 137 0

0.00 117 6205 0.34 117 5921 0.39 110B 0

0.00 136 6117 0.34 i

119A 5809 0.39 129A 0

'0.00 119A 6018 0.33 138A 5809 0.39 127 0

0.00 138A 5954 0.33 129A 5809 0.39 138A 0

0.00 129A 5939 0.33 127 5806 0.39 99 0

0.00 127 5924 0.33 l

137 5738 0.38 128 0

0.00 119B 5862 0.33 128 5738 0.38 1198 0

0.00 118 5853 0.33 l

118 5738 0.38 111 0

0.00 1388 5818 0.32 138B 5720 0.38 138B 0

0 00 137 5817 0.32 129B 5720 0.38 101 0

0.00 128 5809 0.32 1198 5720 0.38 120 0

0.00 129B 5808 0.32

' (~j ) 130 5644 0.38 130 0

0.00 130 5644 0.31

(g 120-5644 0.38 760 0

0.00 120 5644 0.31 139 5644 0.38 139 0

0.00 139 5644 0.31

CAEPIPE 386 CR-5B Page 14 Ve,rsion 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27,96 B31.1 (1967) Code Compliance l

Press --- Sustainea ---- --- Expansion - -

- - Occasional ----

(psi)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (ps1) (psi)

SH (ps1) (psi)

SA (psi) (psi) 1.20SH I

1 1050 6798 15000 0.45 7086 22500 0.31 8291 18000 0.46 i

3A 1250 6825 15000 0.45 6602 22500 0.29 7607 18000 0.42 1

3A 1050 7203 15000 0.48 6993 22500 0.31 8919 18000 0.50 i

38 1250 7152 15000 0.48 12610 22500 0.56 9275 18000 0.52 J

3B 1050 6802 15000 0.45 5813 22500 0.26 7770 18000 0.43 i

j 6

1250 6610 15000 0.44 3176 22500 0.14 7399 18000 0.41 i

6 1050 6610 15000 0.44 3176 22500 0.14 7399 18000 0.41 7

1250 6970 15000 0.46 2178 22500 0.10 7898 18000 0.44 i

7 1050 6970 15000 0.46 2170 22500 0.10 7895 18000 0.44 i

14 1250 7280 15000 0.49 1226 22500 0.05 8474 18000 0.47 14 1050 7280 15000 0.49 1226 22500 0.05 8474 18000 0.47 1

j 17A 1250 7273 15000 0.48 1533 22500 0.07 8534 18000 0.47 17A 1050 7566 15000 0.50 1913 22500 0.09 9307 18000 0.52 17B 1250 7119 15000 0.47 3579 22500 0.16 7820 18000 0.43 17B 1050 6950 15000 0.46 2590 22500 0.12 7458 18000 0.41 20 1250 7095 15000 0.47 2457 22500 0.11 7461 18000 0.41 20 1050 7095 15000 0.47 2457 22500 0.11 7461 18000 0.41

-23 1250 6806 15000 0.45 1035 22500 0.05 8902 18000 0.49 23 1050 6806 15000 0.45 1035 22500 0.05 8902 18000 0.49 25 1250 68 2 15000 0.46 694 22500 0.03 9062 18000 0.50 25 1050 6832 15000 0.46 694 22500 0.03 9062 18000 0.50 27 1250 6660 15000 0.44 967 22500 0.04 8669 18000 0.48 27 1050 6660 15000 0.44 967 22500 0.04 8669 18000 0.48 29 1250 6991 15000 0.47 2197 22500 0.10 7575 18000 0.42 29 1050 6991 -15000 0.47 2197 22500 0.10 7575 18000 0.42 31A 1250 6910 15000 0.46 2283 22500 0.10 7522 18000 0.42 31A 1050 7064 15000 0.47 3154 22500 0.14 7909 18000 0.44 31B 1250 7452 15000 0.50 1552 22500 0.07 9044 18000 0.50 31B 1050 7191 15000 0.48 1386 22500 0.06 8343 18000 0.46 34 1250 6826 15000 0.46 2342 22500 0.10 7709 18000 0.43 j

34 1050 6826 15000 0.46 2342 22500 0.10 7709 18000 0.43 35 1250 6627 15000 0.44 3875 22500 0.17 7574 18000 0.42

\\

35 1050 6627 15000 0.44 3875 22500 0.17 7574 18000 0.42 39A 1250 6564 15000 0.44 4310 22500 0.19 7541 18000 0.42

CAEPIPE 386 CR 5B Page 16 version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 w

831.1 (1967) Code Compliance

('")

Press Sustained ---- --- Expansion ---- --- Occasional ----

(psi) x SH SL/

SE SA SE/ SL+50 1.20SH SL+50/

Node Allow (ps1) (psi)

SH (ps1) (psi)

SA (ps1) (psi) 1.20SH hh khhh hhhh khhhh h 4h hhhh hhhhb b hh hh4h khhhh h$h9 102 1250 7105 15000 0.47 6293 22500 0.28 7295 18000 0.41 l

102 1050 7105 15000 0.47 6293 22500 0.28 7295 18000 0.41 103 1250 6524 15000 0.43 7874 22500 0.35 6659 18000 0.37 103 1050 6524 15000 0.43 7874 22500 0.35 6653 18000 0.37 112 1250 6550 15000 0.44 8632 22500 0.38 6692 18000 0.37 112 1050 6551 15000 0.44 8632 22500 0.38 6678 18000 0.37 121 1250 6572 15000 0.44 9075 22500 0.40 6698 18000 0.37 121 1050 6574 15000 0.44 9075 22500 0.40 6701 18000 0.37 122 1250 6556 15000 0.44 8343 22500 0.37 6672 18000 0.37 122 1050 6556 15000 0.44 8343 22500 0.37 6706 18000 0.37 131 1250 6588 15000 0.44 6589 22500 0.29 6699 18000 0.37 131 1050 6589 15000 0.44 6589 22500 0.29 6728 1.8000 0.37 140 1250 6621 15000 0.44 4834 22500 0.21 6718 18000 0.37

/3 140 1050 6620 15000 0.44 4834 22500 0.21 6711 18000 0.37 V

144 1250 6618 15000 0.44 3950 22500 0.18 6683 18000 0 37 7

1050 15082 15000 1.01 831 22500 0.04 24996 18000 1.39 700A 1312 6467 15000 0.43 276 22500 0.01 8362 18000 0.46 700A 1050 6791 15000 0.45 626 22500 0.03 11084 18000 0.62 7008 1312 7833 15000 0.52 548 22500 0.02 10724 18000 0.60 7008 1050 6927 15000 0.46 242 22500 0.01 8203 18000 0.46 710 1312 7013 15000 0.47 236 22500 0.01 8144 18000 0.45 710 1050 7013 15000 0.47 236 22500 0.01 8144 18000 0.45 720A 1312 7159 15000 0.48 225 22500 0.01 8050 18000 0.45 720A 1050 9026 15000 0.60 667 22500 0.03 11669 18000 0.65 7208 1312 9898 15000 0.66 599 22500 0.03 12230 18000 0.68 720B 1050 7453 15000 0.50 202 22500 0.01 8238 18000 0.46 730 1312 7539 15000 0.50 195 22500 0.01 8239 18000 0.46 750 1050 7534 15000 0.50 99 22500 0.00 7652 18000 0.43 760 1312 6211 15000 0.41 0 22500 0.00 6211 18000 0.35 73 1050 7951 15000 0.53 788 22500 0.04 9396 18000 0.52 n

74 1312 7951 15000 0.53 788 22500 0.04 9335 -18000 0.52 74 1050 7951 15000 0.53 788 22500 0.04 9336 18000 0.52 75 10275 15000 0.69 3168 22500 0.14 16204 18000 0.90 i

l l

1 f

CAEPIPE 386 CR-5B Page'17 j

Version 3.72 CR 5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96

$e B31.1 (1967) Code Compliance Press -- Sustained - -- - - Expansion -- - --- Occasional ----

(psi)

SL SH SL/

SE SA SE/ SL+SO 1.20$H SL+50/

Node Allow (pS1) (ps1)

SH (ps1) (psi)

SA (ps1) (p51) 1.20$H hb kbbb kbb6k kbbbb b bh bbbb bbbbb b kb bbbbb khbbb k$bb 79 7846 15000 0.52 715 22500 0.03 10812 18000 0.60 79 1050 7846 15000 0.52 715 22500 0.03 10811 18000 0.60 80A 1312.6367 15000 0.42 312 22500 0.01 7394 18000 0.41 80A 1050 6565 15000 0.44 319 22500 0.01 8891 18000 0.49 80B 1312 7330 15000 0.49 709 22500 0.03 10177 18000 0.57 80B 1050 6705 15000 0.45 313 22500 0.01 7962 18000 0.44 82 1312 6705 15000 0.45 313 22500 0.01 9087 18000 0.50 82 1050 6705 15000 0.45 313 22500 0.01 9087 18000 0.50 840 1312 6705 15000 0.45 313 22500 0.01 9262 18000 0.51 840 1050 6705 15000 0.45 313 22500 0.01 9262 18000 0.51 84A 1312 6705 15000 0.45 313 22500 0.01 9349 18000 0.52 84A 1050 7330 15000 0.49 709 22500 0.03 13321 18000 0.74 84B 1312 6351 15000 0.42 668 22500 0.03 12800 18000 0.71 O.

84B 1050 6273 15000 0.42 297 22500 0.01 9119 18000 0.51 87 1312 6338 15000 0.42 291 22500 0.01 9217 18000 0.51 87 1050 6338 15000 0.42 291 22500 0.01 9217 18000 0.51 89 1312 7103 15000 0.47 121 22500 0.01 9232 18000 0.51 89 1050

.7103 15000 0.47 121 22500 0.01 9232 18000 0.51 92 1312 6684 15000 0.45 57 22500 0.00 7189 18000 0.40 92 1050 6684 15000 0.45 57 22500 0.00 7189 18000 0.40 94A 1312 6408 15000 0.43 40 22500 0.00 6879 18000 0.38 94A 1050 6658 15000 0.44 52 22500 0.00 7724 18000 0.43 94B 1312 7745 15000 0.52 119 22500 0.01 10215 18000 0.57 94B 1050 6888 15000 0.46 52 22500 0.00 7978 18000 0.44 96 1312 7230 15000 0.48 76 22500 0.00 8300 18000 0.46 96 1050 7230 15000 0.48 76 22500 0.00 8300 18000 0.46 98 1312 7512 15000 0.50 0 22500 0.00 8637 18000 0.48 98 1050 7512 15000 0.50 0 22500 0.00 8637 18000 0.48 99 1312 6231 15000 0.42 0 22500 0.00 6242 18000 0.25 99 1050 6231 15000 0.42 0 22500 0.00 6242 18000 0.35 101 1312 6211 15000 0.41 0 22500 0.00 6211 18000 0.35 103 1050 7500 15000 0.50 0 22500 0.00 13441 18000 0.75 104 1312 7500 15000 0.50 0 22500 0.00 11528 18000 0.64

]

-CAEPIPE 386 CR-58 Page 18

-Version 3.72 CR-5 W/ Rod Hangers. Y GRS Z.CRW2 Spectra Jul 27.96

{

B31.1 (1967) Code Compliance Press

-- Sustained ---- --- Expansion --.- -.. Occasional --..

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (psi) (psi)

SH (psi) (psi)

SA (ps1) (ps1) 1.20SH kb4 kbbb 7bbb khbbb b$bb bbbbbbb$bbkkhbb[bbbbb[b4

~

105 1312 7500 15000 0.50 0 22500 0.00 10653 18000 0 59 108

.1050 7348 15000 0.49 0 22500 0.00 7553 18000 0.42 109 1154 7140 15000 0.48 0 22500 0.00 7232 18000 0.40 109 1050 7140 15000 0 48 0 22500 0.00 7232 18000 0.40 110A 1154 7105 15000 0.47 0 22500 0.00 7174 18000 0.40 110A' 1050 7268 15000 0.48 0 22500 0.00 7488 18000 0.42 110B 1154 7157 15000 0.48 0 22500 0.00 7315 18000 0.41

)

110B 1050 7071 15000 0.47 0 22500 0.00 7120 18000 0.40 111 1154 7031 15000 0.47 0 22500 0.00 7031 18000 0.39 112 1050 8585 15000 0.57 0 22500 0.00 17827 18000 0.99 113 1312 8585 15000 0.57 0 22500.0.00 14745 18000 0.82 113 1050 8585 15000 0.57 0 22500 0.00 14745 18000 0.82 114 1312 8586 15000 0.57 0 22500 0.00 13332 18000 0.74 117 1050 5921 15000 0.39 0 22500 0.00 6205 18000 0.34 118 1449 5738 15000 0.38 0 22500 0.00 5853 18000 0.33 118 1050 5738 15000 0.38 0 22500 0.00 5853 18000 0.33 119A 1449 5705 15000 0.38 0 22500 0.00 5781 18000 0.32 119A 1050 5809 15000 0.39 0 22500 0.00 6018 18000 0.33 119B 1449 5720 15000 0.38 0 22500 0.00 5862 18000 0.33 119B 1050 5672 15000 0.38 0 22500 0.00 5724 18000 0.32 120 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 122 1050 8051 15000 0.54 0 22500 0.00 13949 18000 0.77 123 1312 8051 15000 0.54 0 22500 0.00 11990 18000 0.67 123 1050 8051 15000 0.54 0 22500 0.00 11990 18000 0.67 124 1312 8051 15000 0.54 0 22500 0.00 11093 18000 0.62 127 1050 5806 15000 0.39 0 22500 0.00 5924 18000 0.33 J

128 1449 5738 15000 0.38 0 22500 0.00 5809 18000 0.32 128 1050 5738 15000 0.38 0 22500 0.00 5809 18000 0.32 129A 1449 5705 15000 0.38 0 22500 0.00 5752 18000 0.32 129A 1050 5809 15000 0.39 0 22500 0.00 5939 18000 0.33 D-1449 5720 15000 0.38 0 22500 0.00 5808 18000 0.32

]

G ) 129B 1298 1050 5672 15000 0.38 0 22500 0.00 5704 18000 0.32 130 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 l

CAEPIPE 386 CR-5B Pcge 19 version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 O

B31.1 (1967) Code Compliance Press -- Sustainec

-- Esans1on - -- --- Occasional....

(psi)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (psi) (psi)

SH (ps1) (ps1)

SA (ps1) (ps1) 1.20SH kbk kbbb bbbb khbbb b bh bbbbbbbbbk4hbbkhbbbbbb 132 1312 8582 15000 0.57 0 22500 0.00 12820 18000 0.71 132 1050 8582 15000 0 57 0 22500 0.00 12820 18000 0.71 133 1312 8582 15000 0.57 0 22500 0.00 11851 18000 0.66 8

136 1050 5921 15000 0.39 0 22500 0.00 6117 18000 0.34 137 1449 5738 15000 0.38 0 22500 0.00 5817 18000 0.32 137 1050 5738 15000 0.38 0 22500 0.00 5817 18000 0.32 138A 1449 5705 15000 0.38 0 22500 0.00 5758 18000 0.32 138A 1050 5809 15000 0.39 0 22500 0.00 5954 18000 0.33 138B 1449 5720 15000 0.38 0 22500 0 00 5818 18000 0.32 138B 1050 5672 15000 0.38 0 22500 0.00 5708 18000 0.32 139 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 140 1050 8542 15000 0.57 0 22500 0.00 13764 18000 0.76 141 1312 8542 15000 0.57 0 22500 0.00 11729 18000 0.65 Node X (lb)

Y (lb)

Z (lb)

XX(ft-lb)

YY(ft-lb)

ZZ(ft-lb) 1 116

-4273 1

-6018 4371

-7173 58 1345 121

-178

-5688

-4393 l

144 62

-1703

-1 3554 366

-867 Loads on Hangers: Sustained (W+P)

Node Type Load (lb)

No.of Total (lb) 6 User hanger

-6235 1

-6235 20 User hanger

-6132 1

-6132 23 User hanger 4179 1

4179 l

25 User hanger

-4742 1

-4742 29 User hanger

-5473 1

-5473 34 User hanger 2069 1

-2069 40 User hanger

-7325 1

7325 47 User hanger

-6420 1

-6420 50 User hanger

-5214 1

-5214 55 User hanger

-3326 1

-3326 65 Rod Hanger

-23422 1

-23422 102 Rod Hanger 9479 1

-9479 140 Rod Hanger 5900 1

5900 760 User hanger

-630 1

-630 840 User hanger

-718 1

718 96 User hanger

-518 1

-518 98 Rod Hanger

-529 1

-529

CAEPIPE 386 CR-58 Pa9e 20 Version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 Displacements: Sustained (W+P) 999?.....!.!'999.)...!.!'999....f.99992...!!.I9??).....!!!9??)

22!9??2..

)

1 0.000 0.000 0.000 0.0000 0.0000 0.0000 l

3A

-0.005

-0.000 0.004

-0.0036 0.0034

-0.0047 38

-0.008 0.007 0.009

-0.0171 0.0042

-0.0122 6

0.002 0.043 0 009

-0.0209 0.0061

-0.0185 7

0.007 0.059 0.009

-0.0228 0.0068

-0.0211 14 0.019 0.108 0.009

-0.0341 0.0079

-0.0227 17A 0.022 0.119 0.009

-0.0366 0.0080

-0.0230

'78 0.033 0.156

-0.003

-0.0633 0.0099

-0.0248 20 0.033 0.148

-0.006

-0.0654 0.0100

-0.0263 23 0.033 0.040

-0.042

-0 0883 0.0107

-0.0348 25 0.033

-0.101

-0.086

-0.1147 0.0116

-0.0372 27 0.033

-0.128

-0.094

-0.1194 0.0118 0.0388 29 0.033

-0.250

-0.130 0.1396 0.0125

-0.0438 31A 0.033

-0.259 0.133

-0.1410 0.0125

-0 0447 31B 0.050

-0.126

-0.149

-0.1660 0.0135 0.0469 34 0.075 0.198 0.149

-0.1763 0.0133

-0.0496 35 0.090 0.403

-0.149

-0.1789 0.0128

-0.0513 39A 0.094 0.459

-0.149

-0.1791 0.0127 0.0518 39B 0.039 0.679 0.063

-0.1573 0.0084

-0.0578 41A 0.039 0.679 0.063

-0.1572 0.0084

-0.0578 41B 0.001 0.640 0.147

-0.1360 0.0150

-0.0628 43 0.001 0.579 0.132

-0.1285 0.0143

-0.0624 (7

44 0.001 0.501 0.115

-0.1186 0.0133

-0.0625 V

47 0.001 0.453 0.105

-0.1127 0.0128

-0.0644 50 0.001 0.206 0.061

-0.0824 0.0099

-0.0584 52 0.001 0.158 0.053

-0.0758 0.0092

-0.0549 55 0.001 0.040 0.031

-0.0550 0.0073

-0.0314 57 0.001 0.006 0.021

-0.0439 0.0062

-0.0152 58 0.001 0.002 0.019 0.0416 0.0060

-0.0113 59 0.001

-0.002 0.017

-0.0383 0.0057 0.0060 61 0.001

-0.003 0.015

-0.0349 0.0054

-0.0011 62 0.001

-0.003 0.012

-0.0341 0.0053

-0.0001 64 0.001

-0.001 0.008

-0.0325 0.0051 0.0029 65 0.001 0.000 0.007

-0.0311 0.0050 0.0027 67A 0.001 0.001 0.004

-0.0250 0.0044 0.0007 67B

-0.001

-0.011

-0.000 0.0001 0.0004 0.0040 70

-0.001

-0.006

-0.000 0.0052

-0.0002 0.0024 73

-0.001

-0.002

-0.000 0.0044

-0.0003 0.0013 102

-0.001 0.000

-0.000 0.0027

-0.0004 0.0010 103

-0.000 0.000

-0.000

-0.0003

-0.0004 0.0001 112

-0.000

-0.000

-0.000

-0.0002

-0.0003

-0.0001 121 0.000 0.000 0.000

-0.0002

-0.0002 0.0000 122 0.000

-0.000 0.000

-0.0003

-0.0002

-0.0003 131 0.000

-0.000 0.000 0.0001

-0.0001

-0.0008 140 0.000 0.000 0.000 0.0000 0.0000

-0.0010 144 0.000 0.000 0.000 0.0000 0.0000 0.0000 700A 0.007

-0.307 0.004

-0.0228 0.0068

-0.2821 700B 0.019

-0.338 0.005

-0.0228 0.0068

-0.2676 O 710 0.025

-0.343 0.006

-0.0228 0.0068

-0.2668 720A 0.034

-0.353

-0.007

-0.0228 0.0068

-0.2652 720B 0.042

-0.372

-0.008

-0.0228 0.0068

-0.2338 730 0.042

-0.377

-0.008

-0.0228 0.0068

-0.2328

CAEPIPE 386 CR-58 Page 21 Version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 O...................... Displacements:

Sustained (W+P)

Noce X (1nch)

Y (incn)

Z (1nch)

XX(de9)

YY(deg)

ZZ(deg) 740 0.042 0.413 0.010

-0.0228 0.0068

-0.2306 l

750 0.042

-0.449

-0.011

-0.0228 0.0068

-0.2285 760 0.042

-0.521

-0.013

-0.0228 0.0068 0.2208 63 0.001

-0.003

-0.008

-0.0341 0.0053

-0.0001 l

74 0.001

-0.002 0.001 0.0028

-0.0003

-0.0170 75 0.004

-0.002 0.001 0.0017 0.0003

-0.0305 76 0.007

-0.002 0.001 0 0015

-0.0003

-0.0320 77 0.016

-0.002 0.002 0.0015 0.0003

-0.0320 78 0.007 0.001 0.001 0.0014 0.0003 0.0334 79 0.007 0.005 0.001

-0.0002

-0.0003

-0.0464 80A 0.007 0.116 0.001

-0.0102 0.0003

-0.0922 1-80B 0.019 0.130 0.001

-0.0155

-0.0026

-0.0717 82 0.066 0.130

-0.014

-0.0192

-0.0026

-0.0600 840 0.090 0.130 0.022

-0.0215 0.0026 0.0529 84A 0.098 0.130 0.026

-0.0224 0.0026

-0.0502 84B 0.104 0.126

-0.030

-0.0266 0.0044

-0.0340 87 0.104 0.124

-0.030

-0.0264 0.0044

-0.0329 89 0.097 0.109

-0.030 0.0158 0.0044 0.0029 92 0.094 0.126 0.030 0.0332 0.0044 0.0177 94A 0.093 0.136 0.030 0.0364 0.0044 0.0234-94B 0.092

0. 136 0.029 0.0320 0.0044 0.0422 96

-0.092 0.126

-0.028 0.0320 0.0044 0.0490 0

98 0.092 0.000

-0.010 0.0320 0.0044 0.0181 99 0.092

-0.054

-0.003 0.0320 0.0044 0.0439 101 0.092

-0.063

-0.002 0.0320 0.0044 0.0439 104 0.001

-0.000

-0.000 0.0003

-0.0004

-0.0116 105 0.003 0.000

-0.000

-0.0003 0.0004

-0.0170 106 0.007

-0.000

-0.000

-0.0003

-0.0004 0.0199 107 0.012

-0.000

-0.0C0

-0.0003

-0.0004 0.0199 108 0.007

-0.004

-0.000

-0.0003

-0.0004

-0.0205 109 0.007

-0.007

-0.000

-0.0003 0.0004 0.0213 110A 0.007

-0.009

-0.000

-0.0003

-0.0004

-0.0215 110B 0.008

-0.011

-0.000

-0.0003

-0.0004

-0.0233 111 0.012

-0.015

-0.000

-0.0003

-0.0004

-0.0234 113 0.003

-0.000

-0.000

-0.0002

-0.0003

-0.0217 114 0.006

-0.000

-0.000

-0.0002

-0.0003 0.0316 115 0.016

-0.000

-0.000

-0.0002

-0.0003

-0.0377 116 0.022 0.001

-0.000

-0.0002 0.0003

-0.0377 i

117 0.016

-0.007

-0.000

-0.0002

-0.0003

-0.0381 l

118 0.016

-0.014

-0.000

-0.0002

-0.0003

-0.0388 119A 0.016

-0.018

-0.000

-0.0002

-0.0003

-0.0390 1198 0.018

-0.023 0.000

-0.0002

-0.0003

-0.0401 i

120 0.024

-0.029 0.000

-0.0002

-0.0003

-0.0401 123 0.002

-0.000

-0.000

-0.0003

-0.0002

-0.0171 124 0.005

-0.000

-0.000

-0.0003

-0.0002 0.0248 125 0.012 0.001

-0.000

-0.0003

-0.0002

-0.0295 126 0.017

-0.001

-0.000

-0.0003 0.0002

-0.0295

.A 127 0.012

-0.006

-0.000

-0.0003

-0.0002

-0.0297

' V 128 0.012

-0.011

-0.000

-0.0003

-0.0002

-0.0302 129A 0.012

-0.014

-0.000 0.0003

-0.0002

-0.0304 1298 0.014

-0.018

-0.000

-0.0003

-0.0002

-0.0315 130 0.019

-0.023

-0.000

-0.0003

-0.0002

-0.0316

CAEPIPE 386 CR-5B Page 22 version 3.72 CR 5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 p

Displacements: Sustained (W+P) g Node X (incn)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 133 0.006 0 001 0.000 0.0001

-0.0001

-0.0323 134 0.016 0.001 0.000 0.0001

-0.0001 0.0384 135 0.023

-0.001 0.000 0.0001

-0.0001

-0.0384 136 0.016

-0.008 0.000 0.0001

-0.0001

-0'0388 137 0.016 0.015 0.000 0.0001

-0.0001

-0.0395 138A 0.016

-0.019 0.000 0.0001

-0.0001

-0.0396 1388 0.018

-0.024 0.000 0.0001 0.0001

-0.0407 139 0.025

-0.030 0.000 0.0001

-0.0001 0:0408 141 0.003

-0.000 0.000 0.0000 0.0000

-0.0217 142 0.013

-0.000 0.000 0.0000 0.0000.

-0.0298 143 0.013

-0.008 0.000 0.0000 0.0000 0.0298 Loads on Anchors: Expansion (TI)

XX(ft-lb)

YY(ft ZZ(ft-lb)

Node

'X (Ib)

Y (lb)

Z (lb)

...........g...-lb) 58 2807 121 32486

-90 588 144

-22727

-1 2643 5

-127611 0

Node Type Load (lb)

No.of Total (lb) 6 User hanger

-435 1

-435 20 User hanger

-118 1

-118 23 User hanger

-86 1

-86 25 User hanger

-58 1

58 29 User hanger 47 1

47 34 User hanger 79 1

79 40 User hanger 195 1

195 47 User hanger

-45 1

-45 50 User hanger 36 1

-36 55 User hanger 14 1

-14 65 Rod Hanger 1714 1

1714 102 Rod Hanger 21 1

21 140 Rod Hanger 21 1

21 760 User hanger

-45 1

-45 840 User hanger 48 1

48 96 User hanger 18 1

18 98 Rod Hanger

-3 1

-3 Displacements: Expansion (T1)

Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 3A

-0.039 0.447 0.012

-0.0154

-0.1649

-0.0268 38

-0.244

-0.562 0.172

-0.0579

-0.3761

-0.1028 6

-1.024

-0.435 0.589

-0.0767 0.4534

-0.0799

1 1

.CAEPIPE 386 CR 5B Page 23 version 3.72 CR 5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 Displacements: Expansion (TI)

Node X (Inch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) l 7

1.372

-0.375 0.757

-0.0821

-0.4709 0.0706 14 2.211

-0.223 1.149

-0.0908

-0.4807

-0.0493 17A

-2.371 0.193 1.224

-0.0919

-0.4777 0.0453 17B

-2.654 0.096 2.035

-0.1092

-0.3777

-0.0071 20

-2.584

-0.098 2.152

-0.1095

-0.3702

-0.0049 23

-1.816

-0.086 3.307

-0.1126

-0.3134 0.0084 25 0.933

-0.058 4.500

-0.1161

-0.3035 0.0018

'27

-0.776

-0.058 4.713

-0.1167

-0.3079

-0.0017 29

-0.099 0.094 5.695

-0.1194

-0.3486

-0.0245 31A 0.052

-0.099 5.768

-0.1196

-0.3527

-0.0266 318

-0.283

-0.018 6.536

-0.1066

-0.4261

-0.0738 34

-1.086 0.180 6.959

-0.1025

-0.4144 0.1021 35 1.548 0.296 7.218

-0.0977

-0.3824

-0.1194 39A

-1.667 0.327 7.288

-0.0960

-0.3705

-0.1241 39B

-2.151 0.163 7.688

-0.0958 0.1578

-0.0793 41A

-2.151 0.163 7.688

-0.0958

-0.1575

-0.0793 41B

-2.055 0.017 7.759

-0.0015 0.0564

-0.0433 43

-1.838

-0.052 7.678 0.0014 0.1086

-0.0305 44 1.554 0.081 7.500

-0.0014 0.1712

-0.0162 47

-1.383

-0.091 7.355

-0.0013 0.2061

-0.0089 50 0.509

-0.073 6.255 0.0011 0.3489 0.0135 52

-0.321

-0.061 5.952

-0.0010 0.3721 0.0151 O

55 0.278

-0.020 4.877 0.0009 0.4280 0.0128 57 0.598

-0.006 4.251 0.0008 0.4467 0.0070 58 0.667

-0.004 4.114

-0.0007 0.4497 0.0053 59 0.761

-0.002 3.925

-0.0007 0.4532 0.0032 61 0.858

-0.001 3.729

-0.0007 0.4561 0.0014 62 0.946

-0.001 3.545

-0.0007 0.4567 0.0011 i

64 1.126

-0.000 3.170

-0.0007 0.4573 0.0008 65 1.164 0.000 3.092

-0.0007 0.4574 0.0007 67A 1.341 0.001 2.731

-0.0006 0.4567 0.0007 67B 1.122

' O.001 1.910

-0.0004 0.3548 0.0006 70 0.665 0.000 1.591 0.0003 0.3070 0.0006 73 0.426 0.000 1.399

-0.0002 0.2649 0.0005 102 0.330 0.000 1.311

-0.0001 0.2422 0.0004 1

103 0.108

-0.000 1.062 0.0000 0.1665 0.0002 112 0.033

-0.000 0.943 0.0000 0.1241 0.0001 i

121 0.000 0.000 0.874 0.0000 0.0976 0.0000 122

-0.018 0.000 0.824 0.0000 0.0789 0.0000 131

-0.045 0.000 0.706 0.0000 0.0406 0.0000 140

-0.054 0.000 0.588 0.0000 0.0113 0.0000 144 0.000 0.000 0.000 0.0000

-0.0001 0.0000 700A

-0.965

-0.465 1.610

-0.0821

-0.4709

-0.0349 700B 0.938

-0.459 1.659

-0.0821

-0.4709

-0.0450 l

710

-0.933

-0.456 1.667

-0.0821

-0.4709

-0.0447 l

720A

-0.923

-0.449 1.681

-0.0821

-0.4709

-0.0443 I

720B

-0.905

-0.444 1.714

-0.0821

-0.4709

-0.0155

^

730

-0.900

-0.445 1.724

-0.0821

-0.4709

-0.0153 740

-0.866

-0.447 1.798

-0.0821

-0.4709

-0.0151 i

l 750

-0.831

-0.449 1.872

-0.0821

-0.4709

-0.0149 760

-0.759

-0.454 2.024

-0.0821

-0.4709

-0.0144 63 1.083 0.111 3.258

-0.0007 0.4567 0.0011

1 CAEPIPE 386 CR-5B Page 24 Version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 O........................D1splacements:

Expansion (TI)

Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(de9)

ZZ(deg) 75 0.424 0.088 1.398

-0.0059 0.2649 0.0138 76 0.423 0.108 1 398

-0.0061 0.2649 0 0144 77 0.418 0 175 1.396

-0.0061 0.2649 0.0144 78 0.402 0.107 1.422 0.0065 0.2649 0.0150 79 0.381 0.105 1.447

-0.0096 0.2649 0.0202 80A 0.059 0.060 1.827 0.0302 0.2649 0.0374 80B 0.014 0.087 1.863

-0.0410 0.2603 0.0718 I

B2

-0.036 0.245 1.832

-0.0487 0.2603 0.0709 840 0.066 0.341 1.810

-0.0535 0.2603 0.0703 84A

-0.077 0.376 1.801

-0.0552 0.2603 0.0701 848

-0.129 0.405 1.758 0.0378 0.2597 0.0689 87 0.142 0.403 1.747

-0.0383 0.2597 0.0688 89

-0.571 0.328 1.376

-0.0502 0.2597 0.0661 92

-0.748 0.293 1.224

-0.0521 0.2597 0.0649 94A

-0.816 0.279 1.165

-0.0524 0.2597 0.0645 948

-0.890 0.261 1.167

-0.0521 0.2247 0.0630 96 0.941 0.247 1.218

-0.0521 0.2247 0.0625 l

98

-1.885 0.000 2.163 0.0521 0.2247 0.0568 99

-2.214

-0.083 2.493

-0.0521 0.2247 0.0568 101

-2.261

-0.095 2.540

-0.0521 0.2247 0.0568 104 0.108 0.058 1.062 0.0000 0.1665 0.0002 i

e 105 0.108 0.084 1.062 0.0000 0.1665 0.0002 s

106 0.108 0.138 1.062 0.0000 0.1665 0.0002 107 0.112 0.183 1.059 0.0000 0.1665 0.0002 108 0.146 0.138 1.033 0.0000 0.1665 0.0002 4

109 0.179 0.138 1.009 0.0000 0.1665 0.0002 110A 0.198 0.138 0.995 0.0000 0.1665 0.0002 110B 0.220 0.146 0.979 0.0000 0.1665

-0.0252 111 0.263 0.180 0.950 0.0000 0.1665 0.0252 113 0.033 0.058 0.943 0.0000 0.1241 0.0001 114 0.033 0.084 0.943 0.0000 0.1241 0.0001 115 0.033 0.146 0.943 0.0000 0.1241 0.0001 116 0.037 0.183 0.941 0.0000 0.1241 0.0001 l

117 0.073 0.146 0.920 0.0000 0.1241 0.0001 l

118 0.112 0.146 0.899 0.0000 0.1241 0.0001 119A 0.135 0.146 0.886 0.0000 0.1241 0.0001 119B 0.164 0.156 0.871 0.0000 0.1241

-0.0199 120 0.202 0.188 0.851 0.0000 0.1241 0.0199 123

-0.018 0.058 0.824 0.0000 0.0789 0.0000 124

-0.018 0.084 0.824 0.0000 0.0789 0.0000 i

125

-0.018 0.146 0.824 0.0000 0.0789 0.0000 126

-0.014 0.183 0.823 0.0000 0.0789 0.0000 127 0.023 0.146 0.810 0.0000 0.0789 0.0000 128 0.062 0.146 0.796 0.0000 0.0789 0.0000 2

129A 0.085 0.146 0.788 0.0000 0.0789 0.0000 2

129B 0.113 0.156 0.778 0.0000 0.0789

-0.0200 i

130 0.152 0.188 0.766 0.0000 0.0789

-0.0200

) 132

-0.045 0.058 0.706 0.0000 0.0406 0.0000 133

-0.045 0.084 0.706 0.0000 0.0406 0.0000 134

-0.045 0.146 0.706 0.0000 0.0406 0.0000 135

-0.041 0.183 0.705 0.0000 0.0406 0.0000

)

CAEPIPE 386 CR-58 Page 25 Version 3.72 CR 5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul.27.96 Displacements: Expansion (T1)

O.

Node X (1nch)

Y.(inch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) i 136

-0.004 0;146 0.699 0.0000 0.0406 0.0000-i 137 0.035 0.146 0.692 0.0000 0.0406 0.0000 i

138A 0.058 0.146 0.687 0.0000 0.0406

'0.0000 1388 0.086-0.156 0.682 0.0000 0.0406

-0.0200 139 0.125 0.188 0.676 0.0000 0.0406 0.0200 141

-0.054-0,056 0.588 0.0000 0.0113 0.0000 142

-0.054 0.141 0.588 0.0000-0,0113 0.0000 143 0.004 0.141 0.565 0.0000 0.0113 0.0000

-Loads on Anchors: Operating (W+Pl+T1)

Node' X (lb)

Y.(lb)

Z (lb)

XX(ft-lb)

YY(ft-lb)

ZZ(ft lb) 58

-1462 121

32308

-5778 3805 144

-22665 1705 2642 3559 127244 867 Loads on Hangers: Operating (W+Pl+T1)

Node Type Load (ib)

No.of Total (lb)

"h Ubbr"bbbghr hbh0 1

bbh0

-20 User hanger

-6250 1

-6250 23 User hanger

-4265 1

4265

.25 User hanger

-4800 1

-4800 29 User hanger

-5520 1

5520 34 User hanger

-1990 1

-1990 40 User hanger

-7130 1

7130 47 User hanger 6465 1

6465 50 User hanger

-5250 1

5250 55 User hanger

-3340 1

-3340 65 Rod Hanger

-21708 1

-21708 102 Rod Hanger

-9458 1

-9458 140 Rod Hanger

-5879 1

-5879 760 User hanger 675 1

-675 840 User hanger

-670 1

-670 96 User hanger 500 1

-500 98 Rod Hanger

-532 1

-532 Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg)

)

1 0.000 0.000 0.000 0.0000

-0.0001

-0.0001 3A

-0.043

-0.447 0.016

-0.0191 0.1614

-0.0314 3B

-0.252

-0.555 0.181

-0.0750

-0.3719

-0.1151 6

-1.022

-0.392 0.597

-0.0976

-0.4473 0.0984 01 7

-1.366

-0.316 0.766

-0.1049

-0.4641

-0.0917 14

-2.192

-0.116-1.158

-0.1250

-0.4728

-0.0721 17A.

-2.349

-0.074 1.232

-0.1285

-0. 46%

-0.0683 17B

-2.621 0.059 2.032

-0.1725

-0.3678

-0.0318

CAEPIPE 386 CR.5B Page 26 I

Version 3.72 CR-5 W/ Rod Hangers, Y GRS Z CRW2 Spectra Jul 27.96 O

Displacements: Operating (W+Pl+T1) y.....................................................-.....................

Node X (loch)

Y (1nch)

Z (inch)

XX(deg)

YY(de9)

ZZ(deg) l 23

-1.783

-0.046 3.266

-0.2009

-0.3027

-0.0264 25 0.900 0.159 4.415

-0.2308

-0.2919

-0.0354 27

-0.743

-0.186 4.620

-0.2361

-0.2961

-0.0404 29 0.066

-0.344 5.564 0.2590 0.3361

-0.0683 31A

-0.019

-0,358 5.635

-0.2606

-0.3402

-0.0713 31B

-0.233

-0.144 6.386

-0.2726

-0.4126

-0.1207 i

34

-1.010 0.378 6.810

-0.2788

-0.4011

-0.1517 35

-1.458 0.699 7.069

-0.2766

-0.3696

-0.1707 39A 1.572 0.786 7.139

-0.2751

-0.3578

-0.1758 i

39B

-2.112 0.842 7.751

-0.2530

-0.1493 0.1371 l

41A

-2.112 0.842 7.751

-0.2530

-0.1491 0.1371 41B

-2.054 0.624 7.905

-0.1375 0.0714 0.1062 43

-1.837 0.527 7.810

-0.1299 0.1228

-0.0929 44

-1.553 0.420 7.615

-0.1200 0.1845

-0.0787 47

-1.382 0.362 7.460 0.1140 0.2188

-0.0733 j

50

-0.508 0.133 6.316

-0.0834 0.3588

-0.0449 52

-0.320 0.097 6.005

-0.0768 0.3814

-0.0398 55 0.279 0.020 4.908

-0.0559 0.4353

-0.0185 57 0.599 0.000 4.273

-0.0447 0.4529

-0.0082 58 0.668

-0.002 4.134

-0.0423 0.4557

-0.0059 59 0.762

-0.004 3.942 0.0390 0.4589

-0.0029 61 0.859

-0,004 3.743

-0.0356 0.4615 0.0003 62 0.947

-0.004 3.558

-0.0348 0.4619 0.0010 64 1.127

-0.001 3.178

-0.0331 0.4624 0.0036 65 1.165 0.000 3.100

-0.0318 0.4624 0.0034 67A 1.342-0.002 2.735

-0.0256 0.4611 0.0014 67B 1.121

-0.011 1.910

-0.0002 0.3552 0.0046 70 0.663

-0.006 1.591 0.0049 0.3069 0.0029 73 0.425 0.002 1.399 0.0043 0.2645 0.0018 102 0.329 0.000 1.311 0.0026 0.2418 0.0014 103 0.108 0.000 1.062

-0.0003 0.1661 0.0003 112 0.033

-0.000 0.943

-0.0002 0.1238 0.0000 121 0.000 0.000 0.874

-0.0002 0.0973 0.0000 i

122

-0.018

-0.000 0.824

-0.0002 0.0787

-0.0003 131

-0.045

-0.000 0.706 0.0001 0.0405 0.0008 140

-0.054 0.000 0.588 0.0000 0.0113

-0.0010 144 0.000 0.000 0.000 0.0000

-0.0001 0.0000 700A

-0.959

-0.772 1.607

-0.1049

-0.4641

-0.3170 7008

-0.919

-0.797 1.654

-0.1049

-0.4641

-0.3126 710

-0.908

-0.799 1.661

-0.1049

-0.4641

-0.3116 720A

-0.889

-0.802 1.674

-0.1049

-0.4641

-0.3095 720B

-0.863

-0.816 1.705

-0.1049

-0.4641

-0.2493 730

-0.858

-0.822 1.716

-0.1049

-0.4641

-0.2482 740 0.824

-0.860 1.788

-0.1049

-0.4641

-0.2457 750

-0.789

-0.899 1.861

-0.1049

-0.4641

-0.2434 760

-0.717

-0.975 2.011

-0.1049

-0.4641

-0.2351

/3 63 1.084 0.108 3.250 4.0348 0.4619 0.0010 4

74 0.426 0.065 1.400

-0.0006 0.2645

-0.0088 75 0.428 0.086 1.399

-0.0042 0.2645

-0.0167 76 0.429 0.107 1.399

-0.0046 0.2645

-0.0175 77 0.435 0.174 1.398

-0.0046 0.2645

-0.0175

CAEPIPE 386 CR-5B Page 27 version 3.72 CR-5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 p

....................D1spiacements: Operating (W+Pl+T1)

Noce X (inch)

Y (inch) 2 (inch)

XX(deg)-

YY(deg)

ZZ(deg) 79 0.388 0.110 1.449

-0.0098 0.2645 0.0262 80A 0.066 0.176 1.828

-0.0405 0.2645

-0.0548 80B 0.034 0.217 1.862 0.0565 0.2577 0.0000 82 0.030 0.375 1.818

-0.0680 0.2577 0.0109 840 0.024 0,471 1.788 0.0750 0.2577 0.0175 84A

.0.021 0.506 1.776

-0.0776 0.2577 0.0199 84B

-0.025 0.530 1.729

-0.0643 0.2641-0.0349 87

-0.038 0.527 1.717

-0.0647 0.2641 0.0359 89

-0.474 0.437 1.347

-0.0344 0.2641 0.0690 92

-0.654 0.420 1.194

-0.0189 0.2641 0.0826 94A

-0.723 0.415 1.135

-0.0160 0.2641 0.0879 94B 0.798 0.398 1.138

-0.0201 0.2291 0.1052 96

-0.849 0.373 1.190 0.0201 0.2291 0.1115 98

-1.793 0.000 2.153 0.0201 0.2291 0.0749 99

-2.122

-0.137 2.489 0.0201 0.2291 0.1007 101

-2.169

-0.158 2.537

-0.0201 0.2291 0.1008 104 0.109 0.057 1.062

-0.0003 0.1661

-0.0114 105 0.111 0.084 1.062 0.0003 0.1661

-0.0168 106 0.115 0.138 1.062

-0.0003 0.1661

-0.0197 107 0.123 0.183 1.059 0.0003 0.1661

-0.0197 108 0.154 0.134 1.033

-0.0003 0.1661

-0.0203 109.

0.187 0.131 1.009

-0.0003 0.1661

-0.0211 s

110A 0.205 0.130 0.995 0.0003 0 1661

-0.0213 110B 0.229 0.135 0.979

-0.0003 0.1661

-0.0485 111 0.275 0.165 0.950

-0.0003 0.1661

-0.0486 113 0.036 0.057 0.943

-0.0002 0.1238

-0.0216 114 0.039 0.084 0.943

-0.0002 0.1238 0 0316 115 0.049 0.145 0.943

-0.0002 0.1238 0.0376 116 0.059 0.182

.0.941

-0.0002 0.1238

-0.0376 117 0.089 0.138 0.920

-0.0002 0.1238

-0.0380 118 0.128 0.132 0.899 0.0002 0.1238

-0.0387 119A 0.151 0.128 0.886

-0.0002 0.1238

-0.0389 119B 0.181 0.133 0.871

-0.0002 0.1238

-0.0600 120 0.226 0.159 0.851

-0.0002 0.1238

-0.0600 123

-0.015 0.057 0.824

-0.0002 0.0787

-0.0171 124

-0.013 0.084 0.824

-0.0002 0.0787

-0.0248 125

-0.005 0.145 0.824 0.0002 0.0787

-0.0295 126 0.004 0.182 0.823

-0.0002 0.0787

-0.0295 127 0.035 0.140 0.810

-0.0002 0.0787

-0.0297 128 0.074 0.135 0.796

-0.0002 0.0787

-0.0302 129A 0.097 0.131 0.788

-0.0002 0.0787

-0.0304 129B 0.127 0.138 0.778

-0.0002 0.0787 0.0515 130 0.171 0.165 0.766

-0.0002 0.0787

-0.0515 132

-0.042 0.057 0.706 0.0001 0.0405

-0.0224 133

-0.038 0.083 0.706 0.0001 0.0405

-0.0323 134

-0.028 0.145 0.706 0.0001 0.0405

-0.0384 O-)135

-0.018 0.182 0.706 0.0001 0.0405

-0.0384 136 0.012 0.138 0.699 0.0001 0.0405

-0.0388 137 0.051 0.131 0.692 0.0001 0.0405

-0.0395 138A 0.074 0.127 0.688 0.0001 0.0405

-0.03%

138B 0.104 0.132 0.683 0.0001 0.0405

-0.0607 l

CAEPIPE 386 CR-5B Page 28 version 3.72 CR.5 W/ ROQ Hangers. Y GRS Z CRW2 Spectra-Jul 27.96 O..................... Displacements:

Operating (W+Pl+T1)

Node X (1ncn)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg)

........g.......7......

141-0.051 0.056 0.588 0.0000 0.0113

-0.0217 142 0.041 0.140 0.588-0.0000 0.0113 0.0298 143 0.016 0.133 0.585 0.0000 0.0113 0.0298 Leads on Anchors: Response spectrum Node X (lb)

Y (Ib)

Z (lb)

XX(ft.lb)

YY(ft-lb)

ZZ(ft lb) 1 3430 2660 5448 29625 10694 38085 l

l 58 5632 l

121 1083 1537 7635 144 409 199 8543 642 1979 392 Loads on Hangers: Response spectrum Node Type Load (lb)

No.of Total (lb).

6 User hanger 133 1

133 20 User nanger 524 1

524 23 User hanger 542 1

542 25 User hanger 597 1

597 29 User hanger 284 1

284 34 User hanger 114 1

114 40 User hanger-70 1-70 47-

-User hanger 23 1

23 50 User hanger 29 1

29 55 User hanger 14 1

14 65 Rod Hanger 2842 1

2842 102 Rod Hanger 1552 1

1552 140 Rod Hanger 1547 1

1547 760 User hanger 58 1

58 840 User hanger 9

1 9

96 User hanger 80 1

80 98 Rod Hanger 60 1

60 Loads on Snubbers: Response spectrum Node Load (lb)

X camp Y camp Z cong 1

14 7581 0.000 0.000 1.000 27 3697 1.000 0.000 0,000 l

35 5977 1.125 0.000

-6.000 43 2748 0.000 1.000 0.000 44-6896 0.000 2.604 7.000 52 3267 0.000

-2.740 7.000 i

57 4589 1.000 0.000 0.000 l

3 59 10415 0.000

-2.870 7.000 4

/ 70 3764 7.000

-3.021 0.000 82 365

-4.357 u.687 0.891 87 343 0.000 1.000 0.000 89 892 3.190

-2.206 4.577 l

CAEPIPE 386 CR 5B Page 29 Version 3.72 CR.5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 O\\...................LoadsonSnubbers:

Response spectrum Node Load (lb)

X comp Y camp Z comp 92 630 0.000 0.000 1.000 99 270

-6.357

'0.000

-3.570 Displacements: Response spectrum Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 3A 0.018 0.000 0.009 0.0023 0 0084 0.0140 3B 0.036 0.020 0.001 0.0535 0.0141 0.0240 6

0.057 0.133 0.000 0.0651 0.0096 0.0298 7

0.061 0.182 0.000 0.0665 0.0064 0.0326 14 0.054 0.297 0.000 0.0641 0.0137 0.0382 17A 0.049 0.318 0.000 0.0628 0.0168 0.0394 17B 0.001 0.426 0.070 0.0409 0.0706 0.0406 20 0.001 0.437 0.092 0.0384 0.0715 0.0405 23 0.000 0.542 0.309 0.0177 0.0429 0.0293 l

25 0.000 0.597 0.330 0.0364 0.0336 0.0163

- 27 0.000 0.597 0.302 0.0420 0.0468 0.0170 i

.29 0.000 0.568 0.108 0.0677 0.0720 0.0277 31A 0.000 0.565 0.093 0.0696 0.0716 0.0284 31B 0.058 0.438 0.020 0.0930 0.0276 0.0417 i

/_

34 0.094 0.261 0.020 0.0944 0.0155 0.0466

~

35 0.104 0.158 0.020 0.0898 0.0103 0.0506 39A 0.106 0.132 0.020 0.0878 0.0092

~0.0518 39B 0.032 0.059 0.067 0.0446 0.0157 0.0560 41A 0.032 0.059 0.067 0.0446 0.0158 0.0560 t

41B 0.001 0.032 0.072 0.0312 0.0319 0.0348 43 0.001 0.000 0.041 0.0309 0.0310 0.0295 44 0.001 0.032 0.012 0.0308 0.0210 0.0205 47 0.001 0.045 0.015 0.0308 0.0127 0.0150 50 0.001 0.058 0.021 0.0348 0.0064 0.0078 52 0.000 0.051 0.020 0.0363 0.0053 0.0098 55 0.000 0.021 0.012 0.0418 0.0049 0.0118 57 0.000 0.009 0.004 0.0451 0.0062 0.0071 l

58 0.000 0.007 0.002 0.0458 0.0067 0.0055 l

59 0.000 0.007 0.003 0.0468 0.0077 0.0038 l'

61

'O.000 0.005 0.006 0.0479 0.0079 0.0034 62 0.000 0.004 0.010 0.0481 0.0074 0.0036 64 0.000 0.001 0.014 0.0456 0.0037 0.0045 65 0.000 0.000 0.014 0.0436 0.0016 0.0052 67A 0.000 0.005 0.011 0.0343 0.0052 0.0075 67B 0.005 0.002 0.002 0.0040 0.0026 0.0142 70 0.001 0.001 0.002 0.0009 0.0027 0.0099 73 0.002 0.000 0.001 0.0008 0.0008 0.0072 102 0.002 0.000 0.001 0.0006 0.0003 0.0060 103 0.001 0.000 0.001 0.0003 0.0010 0.0025 112 0.000 0.000 0.001 0.0007 0.0011 0.0009

")) 121 0.000 0.000 0.001 0.0005 0.0009 0.0000

<\\

122 0.000 0.000 0.001 0.0005 0.0008 0.0001 131 0.000 0.000 0,001 0.0003 0.0005 0.0002 140 0.001 0.000 0.001 0.0003 0.0002 0.0004 i

i CAEPIPE 386 CR-5B Page 30 version 3.72 CR 5 W/ Rod Hangers. Y GRS Z CRW2 Spectra Jul 27.96 Displacements: Response spectrum s

l Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(de9)

ZZ(deg) 700A 0.062 0.402 0.386 0.0814 0.3433 0.1818 700B 0.061 0.422 0.429 0.0907 0.3822 0.1979 710 0.061 0.426 0.438 0.0908 0.3836 0.1984 720A 0.062 0.433 0.455 0.0909 0.3858 3.1991 720B 0.064 0.448 0.486 0.0966 0.4076 0.2063 730 0.064 0.453 0.495 0.0966 0.4082 0.2064 740 0.064 0.484 0.559 0.0966 0.4088 0.2065 750 0.064 0.516 0.624-0.0966 0.4090 0.2064 760

-0.064 0.581 0.756 0.0966 0.4091 0.2058 63 0.002 0.002 0.039 0.0482-0.0074 0.0036 74 0.004 0.000 0.003 0.0125 0.0417 0.0111 75 0.005 0.000 0.004 0.0207 0.0723 0.0163 76 0.006 0.000 0.006 0.0216 0.0756 0.0170 77 0.011 0.000 0.012 0.0216 0.0756 0.0170 78 0.006 0.002 0.006 0.0223 0.0781 0.0176 79 0.006 0.004 0.014 0.0303 0.1003 0.0241 80A 0.006 0.060 0.237 0.0977 0.1959 0.0462 80B 0.011 0.067 0.252 0.1252 0.2103 0.0420 82 0.041 0.067 0.151 0.1658 0.2366 0.0564 840 0.069 0.067 0.074 0.1987 0.2527 0.0722 p

84A 0.081 0.067 0.042 0.2120 0.2586 0.0771 848 0.053 0.019 0.000 0.3599 0.2760 0.0932 i

87 0.040 0.000 0.000 0.3649 0.2777 0.0950 89 0.475 0.686 0.000 0.4381 0.3511 0.1546 92 0.723 0.983 0.000 0.4349 0.3735 0.1794 94A 0.820 1.097 0.000 0.4344 0.3723 0.1889 948 0.877 1.132 0.055 0.4222 0.3358 0.2157 96 0.877 1.083 0.131 0.4222 0.3296 0.2214 98 0.877 0.000 1.270 0.4222 0.2150 0.2807 99 0.877 0.415 1.562 0.4222 0.1987 0.2845 l

101 0.877 0.475 1.603 0.4222 0.1987 0.2845 104 0.004 0.000 0.006 0.0378 0.0085 0.0254 105 0.008 0.000 0.011 0.0501 0.0122 0.0340 106 0.016 0.000 0.024 0.0541 0.0142 0.0371 107 0.024 0.001 0.036 0.0541 0.0142 0.0371 108 0.016 0.006 0.027 0.0541 0.0145 0.0372 109 0.016 0.012 0.029 0.0543 0.0150 0.0376 l

110A 0.016 0.015 0.030 0.0544 0.0151 0.0377 110B 0.018 0.019 0.034 0.0551 0.0165 0.0389 111 0.025 0.025 0.046 0.0552 0.0166 0.0390 113 0.001 0.000 0.011 0.0704 0.0275 0.0058 l

114 0.002 0.000 0.021 0.0931 0.0399 0.0079 115 0.004 0.000 0.049 0.1009 0.0474 0.0088 116 0.005 0.000 0.067 0.1009 0.0474 0.0088 l

117 0.004 0.002 0.057 0.1010 0.0478 0.0088 118 0.004 0.003 0.066 0.1013 0.0486 0.0089

! [] 3 119A 0.004 0.004 0.071 0.1014 0.0488 0.0089 iV) 119B 0.004 0.005 0.082 0.1021 0.0503 0.0091 i

120 0.006 0.007 0.106 0.1022 0.0504 0.0091 123 0.001 0.000 0.007 0.0450 0.0137 0.0044

-124 0.001 0.000 0.013 0.0595 0.0198 0.0059 l

l

CAEPIPE 386 CR.5B Page 31 version 3.72 CR.5 W/ Rod Hangers, Y GRS Z CRW2 Spectra Jul 27.96 f-s Displacements: Response spectrum q

Node X (inch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 125 0.003 0.000 0.031 0.0646 0.0236 0.0065 126 0.004 0.000 0.043 0.0646 0.0236 0.0065 127 0.003 0.001 0.036 0.0646 0.0237 0.0065 128 0.003 0.002 0,040 0.0648 0.0241 0.0065 129A 0.003 0.003 0.042 0.0649 0.0242 0.0065 129B 0.003 0.004 0.048 0.0653 0.0252 0.0066 130 0.004 0.005 0.063 0.0654 0.0252 0.0067 132 0.001 0.000 0.007 0.0481 0.0187 0.0063 133 0.002 0.000 0.014 0.0636 0.0272 0.0085 134 0.004 0.000 0.033 0.0690 0.0324 0.0094 135 0.006 0.000 0.046 0.0690 0.0324 0.0094 136 0.004 0.002 0.039 0.0691 0.0327 0.0094 137 0.004 0.003 0.045 0.0692 0.0332 0.0094 138A 0.004 0.004 0.048 0.0693 0.0333 0.0095 1388 0.005 0.006 0.056 0.0698 0.0344 0.0096 139 0.006 0.007 0.073 0.0699 0.0345 0.0096 141 0.002 0.000 0.006 0.0359 0.0237 0.0121 142 0.007 0.000 0.021 0.0411 0.0330 0.0144 143 0.007 0.004 0.030 0.0411 0.0330 0.0144 Center of Gravity (ft'in")

X - 92.855 Y

-17.003 Z - 41.503

/3 Total wei

\\,J...........ght - 102630.55 (1b)

(m t\\,_

CAEPIPE 386 CR-5C Page 1 Version 3.72 CR-5 W/ Bent MSH-278, X CRW2 Y GRS' Spectra Jul 27.96 1

1 CAEPIPE version 3.72 e

L Client F. P. C.

Project Evaluation of effect of bent rod hanger File Number S 96 0129 J

Report Number Attachment C i

Model Name CR-5C l

Title CR-5 W/ Bent MSH-27B. X CRW2 Y GRS Spectra Subtitle Prepared by

\\

Date: k ( h D' L, Joplir$~ 0 Q l

Date: [ /

f[

Checked by C. G. Pugh f/

1 l

(

I l

a l

CAEPIPE 386 CR SC Page 2 Version 3.72 CR-5 W/ Bent MSH 27B. X CRW2 Y GRS Spectra Jul 27.96 n

Options

'y-P1 ping code'- B31.1 (1967)

Do not use. liberal allowable stresses Exclude axial force in stress calculations Reference temperature - 70 (F) i Number of thermal cycles - 7000 Use moculus at reference temperature Incluce hanger stiffness l

Include Bourdon effect Do not use pressure correction for bends Pressure Stress - PD / 4t Peak pressure factor - 1.00 i

Cut off frequency - 50 Hz Number of modes - 50 Incluce missing mass correction Do not use friction in dynamic analysis Vertical direction - Y

1. Node Type DX(ft'in") DY(ft'in") DZ(ft'in") Mat Sec Load Data 1

1.From Anchor 2'

3 Bend

-12'6" 1

1 1

3 6

11.854 1

1 1

User hanger 4

7 3.583 1

1 1

5 14 8.333 1

1 1

Snubber

,s D) t 6

17 Bend 7 583 1

1 1

7 20 7'6" 1

1 1

User hanger

'8 23 16.333 1

1 1

user hanger 9

25 18.792 1

1 1

User hanger 10 27 3.333 1

1 1

Snubber i

11 29 14'5" 1

1 1

User hanger 12 31 Bend 7'0" 1

1 1

13 34 15'0" 1

1 1

User hanger 14 25 5'6" 1

1 1

Snubber 15 39 Bend 7*6" 1

1 1

16 40

-6'0" 1

1 1

User hanger i

17 41 Bend

-3'0" 1

1 1

18 43 7*7-1/2" 1

1 1

Snubber 19 44 6.042 1

1 1

Snubber i

20 47 3.646 1

1 1

User hanger 21 50 18.583 1

1 1

User hanger 22 52 4*0" 1

1 1

Snubber 23 55 12'9" 1

1 1

User hanger 24 57 6*9-3/4" 1

1 1

Snubber 25 58 1.458 1

1 1

Anchor 26 59 2'0" 1

1 1

Snubber 27 61 2.062 1

1 1

28 62 Valve l'11" 1

1 1

29 64 Valve 3*11" 1

1 1

30 65-0*9-3/4" 1

1 1

Rod hanger 31 67 Bend 9*8" 1

1 1

2 70 0.218

-12'6" 1

1 1

Snubber 33 73 0.069

-4'0" 1

1 1

34 102 0.032 1.833 1

1 1

Rod hanger 35 103 0.091

-5.208 1

1 1

CAEPIPE 386 CR-SC Page 3 Version 3.72 CR-5 W/ Bent MSH.27B. X CRW2 Y GRS Spectra Jul 27.96 O # Node T DX(ft'in") DY(ft*1n") OZ(ft'in") Mat Sec Load Data V

...........ype 36 112 0.044

-2.500 1

1 1

37 121 0.025

-1.458 1

1 1

Anchor 38 122 0.018

-1.042 1

1 1

39 131 0.044

-2.500 1

1 1

40 140 0 044

-2'6" 1

1 1

Rod hanger 41 144 0 21B

-12.512 1

1 1

Anchor 42 7 From 43 700 Bend 8.964 1

2 2

44 710 0.320 0.320 1

2 2

45' 720 Bend 0.320 0.320 1

2 2

46 730 0'3 3/4" 1

2 2

47 740 Valve O'9" 1

2 2

48 750 Valve 0*9" 1

2 2

49 760 1.542 1

2 2

User hanger 50 62 From 51 63 Rigid 3'0" 2'5" 1

2 2

Conc mass 52 73 From 53 74 1.416 1

2 2

54 75 Reducer 0.450 1

2 2

55 76 Valve 0.450 1

2 2

56 77 Rigid 1.458 1

2 2

Conc mass 57 76 From 58 78 Valve

-0.450 1

2 2

79 Reducer -0,450 1

2 2

O59 50 80 Bend 7.600 1

2 2

61 82 4.104 1

2 2

Snubber 62 840 2.042 1

2 2

User hanger 63 84 Bend l'6" 1

2 2

64 87

-1*0" 1

2 2

Snubber 65 89

-7~10 1/2" 1 2

2 Snubber i

66 92

-3'3" 1

2 2

Snubber 67 94 Bend

-2'0" 1

2 2

68 96

-1.833 1

2 2

User hanger 69 98

-20.083 1

2 2

Rod hanger 70 99

-7'0" 1

2 2

Snubber 71 101

-l'0" 1

2 2

72 103 From 73 104 1.224 1

2 2

74 105 0'6-3/4" 1

2 2

Flange i

75 106 Valve 1.177 1

2 2

76 107 Rigid 0.083 0.984 1

2 2

Conc mass 77 106 From 78 108 Valve 0.833 1

4 4

79 109 0.698 1

4 4

Flange 80 110 Bend O'8" 1

4 4

81 111 1.002 1.002 1

4 4

Conc mass 82 112 From 83 113 1.224 1

2 2

84 114 0*6-3/4" 1

2 2

Flange

'~3 5 115 Valve 1.344 1

2 2

6 116 Rigid 0.083 0.817 1

2 2

Conc mass 87 115 From 88 117 Valve O*10-1/2" 1

3 3

89 118 0.833 1

3 3

Flange

CAEPIPE 386 CR 5C Page 4 Version 3.72 CR-5 W/ Bent MSH-278. X CRW2 Y GRS Spectra Jul 27.96 m

1. Node Type DX(ft'in") DY(ft'1n") DZ(ft'in") Mat Sec Load Data i

q"j 90 119 Bend 0.833 1

3 3

91 120 1.002 1.002 1

3 3

Conc mass 92 122 From 93 123 1.224 1

2 2

94 124 0'6 3/4" 1

2 2

Flange 95 125 Valve 1.344 1

2 2

96 126 R191d 0.083 0.817 1

2 2

Conc mass 97 125 From 98 127 Valve O'10-1/2" 1

3 3

Flange 99 128 0.833 1

3 3

i 100 129 Bend 0.833 1

3 3

101 130 1.002 1.002 1

3 3

Conc mass 102 131 From 103 132 1.224 1

2 2

104 133 0'6 3/4" 1

2 2

Flange 105 134 Valve 1.344 1

2 2

106 135 Rigid 0.083 0.817 1

2 2

Conc mass 107 134 From 108 136 Valve O'10-1/2" 1

3 2

109 137 0.833 1

3 3

Flange 110 138 Bend 0.833 1

3 3

111 139 1.002 1.002 1

3 3

Conc mass 112 140 From 113 141 1 198 1

2 2

(m) 14 142 Valve 1.833 1

2 2

U 415 143 Rigid l'3" 1

2 2

Conc mass Bends Bend Radius Thickness Int. Angle Int. Angle Node (inch)

(inch)

Node (deg) Node (deg) 17 72.0 U

31 72.0 V

39 72.0 V

41 36.0 V

67 72.0 U

700 9.0 L

720 6.0 S

80 9.0 L

84 9.0 L

94 9.0 L

110 8.0 5

119 10.0 S

129 10.0 S

138 10.0 S

Valves

,/m

(,/ )

Weight Thick Insul Add Wght DX OY DZ

~

From To (lb)

X Wgt X (lb)

(4nch)

(inch)

(inch)

CAEPIPE 386 CR-5C Psge 5

. Vers 1on 3.72

.CR-5 W/ Bent MSH.27B, X CRW2 Y GRS Spectra Jul 27.96

(}.................................. Valves s,,,

Weight Thick Insul Add Wght DX:

DY DZ From To.

(ib)

X Wgt X (lb)

(1nch)-

(inch)

(inch) 62 64 0

3.00 1.75 730 740 575 3.00 1.75 740 750 575 3.00 1.75 75 76' 0

3.00 1.75 76 78 0

3.00 1.75 105 106 0-3.00 1.75 106 108-0 3.00 1.75 114 115 l0 3.00 1.75

• 115 117-0 3.00 1.75 124 125 0

3.00 1.75 125 127 0

3.00 1.75-133 134 0

3.00 1.75 134 136 0

3.00 1.75 141 142 0

3.00 1.75 Reducers From To (inch)

(1nch)

(inch)

(inch)

(deg) kles (inch) 74 75 6.625 0.28 3.5 0.28 0.00 ps.

(,,)

78 79 3.5 0.28 6.625 0.28 0.00 Rigid Elements From

.To Weight (ib)

.62 63 0

76 77 0

106 107 0

115 116 0

125 126 0

134 135 0

142 143 0

Anchors (ib/ inch)

(in-lb/deg)

Releases

. Node KX KY KZ KXX KYY KZZ X Y Z XXYYZZ 1

. Rigid Rigid Rig 1d Rigid Rigid R1gid 58 1.1980E+5 Y

YYYY 121 Rigid Rigid Rigid YYY 144 -Rigid Rigid Rigid Rigid Rigid Rigid Hangers No. Load Short SpringRate Hangerload Load Node-Type of var (I) Range (lb/ inch)

(lb) type 6.

User hanger 1

1000 6670 Hot

CAEPIPE 386 CR-SC Page 6 Version 3.72 CR 5 W/ Bent MSH-27B. X CRW2 Y GR5 Spectra Jul 27.96 O ).................................

Hangers No. Load Short SpringRate Hangerload Load Node Type of var ( ) Range (lb/ inch)

(lb) type 23 User hanger 1

1000 4265 Hot 25 User hanger 1

1000 4800 Hot 29 User hanger 1

500 5520 Hot 34 User nanger 1

435 1990 Hot 40 User hanger 1

1200 7130 Hot 47 User hanger 1

500 6465 Hot 50 User hanger 1

500 5250 Hot 55 User nanger 1

670 3340 Hot 65 Rod Hanger 1

102 Rod Hanger 1

140 Rod Hanger 1

760 User hanger 1

100 675 Hot 840 User nanger 1

140 670 Hot 96 User hanger 1

74 500 Hot 98 Rod Hanger 1

Snubbers Stiffness Direction

, S. Node (lb/1nch)

X comp Y comp Z comp 27 Rigid 1.000 35 R191d 1.125

-6.000 43 Rigid 1.000 44 Rigid

-2.604 7.000 52 Rigid

-2.740 7.000 57 R191d 1.000 59 Rigid

-2.870 7.000 70 Rigid 7.000

-3.021 82 Rigid

-4.357 0.687 0.891 87 Rigid 1.000 89 Rigid 3.190

-2.206 4.577 92 Rigid 1.000 99 Rigid

-6.357

-3.570 Flanges Node Weight (lb)

Type 105 164 Weld neck 109 273 Weld neck 114 164 Weld neck 118 454 Weld neck 124 164 Weld neck (Q,3 127 454 Weld neck 133 164 Weld neck 137 454 Weld neck

1 i

l-CAEPIPE 386 CR-SC' Page 7

(

Version 3.72 CR-5 W/ Bent MSH 27B. X CRW2 Y GRS Spectra Jul 27.96 l

Q Concentrated Masses g i..........................................................................

l-Weight DX DY DZ Node (1b)

(1nch)

(1nch)

(1nch) 77 540 107 1257 i

111 44.50 116 1257 120 83 126' 1257 130 83 135 1257 139 83 143 1320 i

Coordinates Node X (ft'in")

Y (ft'1n")

Z (ft'in")

.1 0'0" 0'0" 0'0" 3A 0'0" 9'6" 0'0" 3

0'0"

-12'6" 0'0" 3B O'0"

-12*6" 3'0" 6

0'0"

-12'6" 11.854 s

?

7 0'0"

-12

15.437 14 0'0" v"

23.770 17A 0'0"

.2'6" 25.354 17 0'0"

-12'6" 31.354 17B 6'0" 12'6" 31.354 20 7'6" 12'6" 31.354 23 23.833

-12'6" 31.354 25 42'7-1/2" 12'6" 31.354 27 45.958

-12*6" 31.354 29 60.375

-12*6" 31.354 31A 61.375 12*6" 31.354 31 67.375

-12'6" 31.354 31B 67.375

-12'6" 37.354 34 67.375

-12'6" 46.354 35 67.375

-12'6" 51.854 39A

.67.375

-12'6" 53.354 39 67.375

-12'6" 59.354 39B 67.375

-18*6" 59.354 40 67.375

-18'6" 59.354 41A 67.375

-18'6" 59.354 41 67.375

-21'6" 59.354 41B 70.375-

-21'6" 59.354 43 75.000

-21'6" 59.354

~44 81'0-1/2" 21'6" 59.354 47 84.688

-21'6" 59.354 50 103.271

-21'6" 59.354

. ~ 52 107.271

-21'6" 59.354 55 120.021 21'6" 59.354 57 126.833

-21'6" 59.354

-58 128.291

-21*6" 59.354 j

4

CAEPIPE 386 CR 5C Page 8 Version 3.72 CR-5 W/ 8ent MSH 278. X-CRW2 Y GRS Spectra Jul 27.96 p

Coordinates y..........................................................................

Node X (ft'1n")

Y (ft'1n")

Z (ft'1n")

59 130.291

-21'6" 59.354 61 132.353

-21'6" 59.354 62' 134 270

-21'6" 59.354 64 138.187

-21*6" 59.354 65 138.999

-21*6" 59.354 67A 142.769

-21'6" 59.354 67 148.666

-21'6" 59.354 67B 148.768

-21'6" 53.458 70 148.884

-21'6" 46.854 73 148.953

-21'6" 42.854 102 148.985 21'6"'

41.021 103 149.076

-21'6" 35'9 3/4" 112 149.120

-21'6" 33.313 121 149.145

-21'6" 31.855 122 149.163

-21'6" 30.813 131 149.207

-21'6" 28.313 140 149'3"

-21'6" 25.813 144 149.469

-21'6" 13.301 700A 8.653

-12*6" 15.437 700 8.964

-12'6" 15,437 7008 9.184

-12.280 15.437 710 9.284

-12.180 15.437 O

720A 9.458

-12.006 15.437 V

720 9.604

-11.860 15.437 7208 9.811 11.860 15.437 730 9.916

-11.860 15.437 740 10.666

-11.860 15.437 750 11.416

-11.860 15.437 760 12.958

-11.860 15.437 63 137.270

-19'1" 59.354 74 148.953

-20'1" 42.854 75 148.953

-19.634 42.854 76 148.953

-19.184 42.854 77 148.953-

-17.726 42.854 78 148.503

-19.184 42.854 79 148.053

-19.184 42.854 80A 141.203

-19.184 42.854 80 140.453 19.184 42.854 80B 140.453

-18.434 42.854 82 140.453

-15.080 42.854 840 140.453

-13.038 42.854 84A 140.453

-12.288 42.854 84 140.453

-11.538 42.854 84B 140.453

-11.538 42.104 87 140.453

-11.538 41.854 89 140.453

-11.538 33.979 92 140.453

-11.538 30.729 94A 140.453-

-11.538 29.479 w. 94 140.453

-11.538 28.729 94B 139.703

-11.538 28.729 138.620

-11.538 28.729 98 118.537

-11.538 28.729

CAEPIPE 386 CR-5C Page 9 Version 3.72 CR 5 WI Bent MSH 278, X CRW2 Y GRS Spectra Jul 27.96 O................................ Coordinates Node X (ft'1n")

Y (ft*1n")

Z (ft'in")

99 111.537

-11.538 28.729 101 110.537

-11.538 28.729

~

'104 149.076

-20.276 35'9 3/4" 105 149.076 19.713 35'9-3/4" 106 149.076

-18.536 35'9-3/4" 107 149.159

-17.552 35'9-3/4" 108 149.909

-18.536 35'9-3/4" 109 150.607

-18.536 35'9-3/4" 110A' 150.997

-18.536 35'9-3/4" 110 151.273

.-18.536 35'9-3/4" 110B 151.469

-18.341 35'9-3/4" 111 152.275

-17.534 35'9-3/4" l

113 149.120

-20.276 33.313 114 149.120 19.713 33.313 115 149:120

-18.369 33.313 116 149.203

-17.552 33.313 117 149.995

-18.369 33.313 118 150.828

-18.369 33.313 119A 151.316

-18.369 33.313 119 151.661

-18.369 33.313 119B 151.905

-18.125 33.313 120 152.663

-17.367 33.313 n

123 149.163 20.276 30.813 124 149.163

-19.713 30.813 125 149.163

-18.369 30.813 126 149.246

-17.552 30.813 127 150.038

-18.369 30.813 128 150.871

-18.369 30.813 129A 151.359

-18.369 30.813 129 151.704

-18.369 30.813 i

129B 151.948

-18.125 30.813 1

130 152.706

-17.367 30.813 132 149.207

-20.276 28.313 133 149.207

-19.713 28.313 134 149.207

-18.369 28.313 135 149.290

-17.552 28.313 136-150.082

-18.369 28.313~

137 150.915

-18.369 28.313 138A 151.402

-18.369 28.313 i

.138 151.748

-18.369 28.313 138B 151.992

-18.125 28.313 139 152.750

-17.367 28.313 141 149'3"

-20.302 25.813 142 149'3"

-18.469 25.813 143 150'6"

-18.469 25.813 U

3 CAEPIPE 386-CR-5C Page 10 i

version-3.72 CR 5 W/ Bent MSH-278. X CRW2 Y GRS Spectra Jul 27.96 Pipe material 1: A106 Grade B O' !...........................................................................

Density - 0.2800 (iblin3), Nu - 0.300. Joint. factor - 1.00. Type - CS l

t Temp E

Alpha Allowab'le I

-(F)

-(ps1)-

.(1n/in/F).

(psi) i

-100 29.0E+6 5.65E-6 15000 70 27.9E+6 6.07E-6 15000 i

200' 27.7E+6 6.38E-6 15000 300 27.4E+6 6.60E-6 15000 i

400 27.0E+6 6.82E-6 15000 500 26.4E+6!

7.02E 6 15000 600 25.7E+6 7.23E-6 15000 65C 25.3E+6 7.34E-6 15000 t

700 24.8E+6 7.44E-6 14350 750 24.8E+6 7.55E-6 12950 l

800 23.4E+6 7.65E-6 10800 l

Pipe Sections l

Nominal 0.0.

Thk Cor.Al M.Tol Ins. Dens Ins.Th Lin. Dens Lin.Th Name Dia.

Sch (inch) (inch) (inch) (!) (lb/ft3) (inch) (lb/ft3) (inch) c- ;;;---- ;;- ;;;;--- ;;;;;- ;;;--- _;;;---------------- - --------------

'2 6"

STO 6.625 0.28 0.0 0.0 1

10" 60 10,75 0.5 0.0 0.0 i

4 8"

STD 8.625 0.322 0.0 0.0 Loads Acceleration load: X = 0.00. Y - 0.00. Z - 0.00 (g's) t Acceleration load combination - Algebraic sum i

Wind velocity - 0 (mph)

Shape factor - 0.60 Wind direction: X camp - 0.000. Y camp - 0.000. Z comp - 0.000 X spectrum: CRW2 Factor - 2.0000 Interpolation: 1: Linear 1: Linear Frequency Acceleration (Hz)

(g's) 0.500 0.040 0.700 0.064 1.000 0.150 1.200 0.210 1.300 0.220 2.500 0.220 3.150 0.220 3

4.000 0.440

)

5.000 0.440 5.250 0.240

'6.750 0.240 7.000 0.240 i

l-f h

CAEPIPE 386.

CR-SC Page 11 Version 3.72' CR 5 W/ Bent MSH 27B. X CRW2 Y GRS Spectra Jul 27.96 l

10.000 0.250 12.500 0.250 l

13.000 0.240 14.000 0.440 14.500 0.440 18.000 0.440 20.000 0.180 l

22.000 0.180 31.000 0.180 i

34.000 0.180 36.000 0.100' 50.000 0.100 i

1 1

l

.Y spectrum: GRS (fig 22)

Factor - 1.3300 Interpolation: '1: Linear 1: Linear Frequency Acceleration L

'(Hz)

(g's) 0.700 0.065 1.000 0.150 l

1.300 0.190 1.500 0.190 2.000 0.187 3.800 0.187 5.500 0.175 10.000 0.118 15.000 0.080 20.000 0.072 25.000 0.070 31.000-0.059 40.000 0.052 50.000 0.050-Mode sum - Closely spaced Direction sum - SRSS 1

Number of thermal loads - 1 Pipe Loads Load T1 P1 T2 P2' T3 P3 Specific Add.Wgt Wind Name (F) (psi)

(F) (psi)

(F) (psi) gravity (1b/ft) Load 2

600 1050 10.030 3

600 1050 16.800 4

600 1050 13.500 B31.1 (1%7) Code Compliance (sorted stresses)

...... Sus ined ------.----- Exp sion ------ ------ Oc na

. psi) SL/SH Node (psi) SE/SA Node (psi) 1.20SH I

Node

(

7 15084 1.01 418 12839 0.57 78 23621 1.31 l

CAEPIPE 386 CR 5C Page 12 Version 3.72 CR.5 W/ Bent MSH 278. X CRW2 Y GRS Spect: a Jul-27.96 l

l r-B31.1.(1967) Code Compliance (sorted stresses) l (

...... Sustained.....-..-.-. Expansion. -.-- --... Occasional....-

t SL SE SL+SO SL+SO/

Node (ps1) SL/SH Node-

'(psi) SE/SA Noce

-(psi) 1.20SH 75 10260 0.68 3B 12604 0.56 7

19132 1.06 78 10045 0.67 121 9071 0.40 75 16340 0.91 720B 9897 0.66 112 8629 0.38 112 15784 0.88 720A 9025 0.60 122 8340 0.37 131 15044 0.84 114 8586 0.57 103 7871 0.35 84A 13897 0.77 112 8585 0.57 1

7084 0.31 140 13877 0.77 113 6585 0.57 3A 6990 0.31 113 13748 0.76 133 8582 0.57 131 6586 0.29 122 13426 0.75 131 8581 0.57 102 6292 0.28 848 13393 0.74 132 8581 0.57 41A 6102 0.27 132 13215 0.73 140 8542 0.57 39B

'5992 0.27 114 12817 0.71 141 8542 0.57 39A 5847 0.26 133 12380 0.69 124 8051 0.54 73 5736 0.25 103 12274 0.68 122 8051 0.54 43 5446 0.24 141 12130 0.67 123 3051 0.54-44 4918 0.22 123 11842 0.66 74 7947 0.53 140 4832 0.21 124 11118 0.62 73 7947 0.53-47 4599 0.20 79 11072 0.62 41A 7883 0.53 70 4522 0.20 104 10829 0.60 79 7842 0.52 144 3948 0.18 720B 10552 0.59 700B 7833 0.52 35 3873 0.17 948 10490 0.58 94B 7747 0.52 17B 3576 0.16 80B 10427 0.58 l

3 l

58 7728 0.52 67B 3480 0.15 105 10168 0.56 l

57 7712-0.51 6

3173 0.14 720A 10132 0.56 59 7667 0.51

3) A 3154 0.14 840 9508 0.53 61 7570 0.50 75 3135 0.14 87 9481 0.53 17A 7567 0.50 50 3001 0.13 7008 9357 0.52 i

730 7539 0.50 78 2988 0.13 82 9302 0.52 750 7534 0.50 52 2664 0.12 74 9282 0.52 i

98 7512 0.50 20 2455 0.11 3B 9218 0.51 105 7500 0.50 34 2341 0.10 29 9108 0.51 103 7500 0.50 29 2197 0.10 8tM 9098 0.51 104 7500 0.50 7

2175 0.10 700A 9027 0.50 31B 7457 0.50 17A 1909 0.08 41A 8985 0.50 55 7402 0.49 55 1626 0.07 73 8941 0.50 39B 7374 0.49 318 1551 0.07 3A 8864 0.49 108 7348 0.49 14 1222 0.05 98 8687 0.48 l

80B 7333 0.49 57 1134 0.05 96 8403 0.47 84A 7333 0.49 58 1043 0.05 17A 8365 0.46 14 7281 0.49 23 1034 0.05 1

8306 0.46 i

110A 7268 0.48-27 970 0.04 59 8269 0.46 l

67B 7260 0.48 59 868 0.04 58 8235 0.46 l

96 7231 0.48 74 780 0.03 31B 8182 0.45 3A 7198 0.48 79 707 0.03 57 8170 0.45 110B 7157 0.48 808 701 0.03 61 8145 0.45 102 7154 0.48 84A 701 0.03 47 8109 0.45 109 7140 0.48 25 698 0.03 44 8085 0.45

D 3B 7133 0.48 61 688 0.03 39B 8068 0.45 C 178 7121 0.47 720A 668 0.03 94A 7863 0.44 89 7102 0.47 848 660 0.03 14 7829 0.43 l

20 70 %

0.47 700A 627 0.03 25 7798 0.43 52 7076 0.47 7208 600 0.03 67B 7774 0.43 l

l

CAEPIPE 386 CR-5C Page 13 vers 1on 3.72 CR-5 W/ Bent MSH.278. X CRW2 Y GRS Spectra Jul 27,96 B31,1 (1967) Coce Compliance (sorted stresses) p)

..... Sustained --- - - ---- Ecansion..--.- - ---- Occar onal ----

sU SL SE SL+SO SL+50/

Node (psi) SL/SH Node (psi) SE/SA Node (psi) 1.20SH 31A 7047 0.47 700B 549 0.02 39A 7769 0.43 111 7031 0.47 67A 363 0.02 730 7734 0.43 710 7012 0.47 BCA 313 0.01 55-7706 0.43 29 6979 0.47 82 309 0.01 17B 7686 0.43 47 6914 0.46 840 309 0.01 65 7661 0.43 65 6844 0.46 87 288 0.01 23 7659 0.43 34

'6828 0.46 710 236 0.01 52 7656 0.43 25 6820 0.45 730 195 0.01 750 7645 0.42 23 6800 0.45 64 192 0.01 31A 7639 0.42 1

6796 0.45 65 133 0.01 64 7632 0.42 700A 6790 0.45

- 948 125 0.01 27 7582 0.42 64 6712 0.45 89 121 0.01 710 7568 0.42 67A 6709 0.45 750 99 0.00 41B 7535 0.42 840 6706 0.45 96 79 0.00 108 7506 0.42 82 6706 0.45 92 58 0.00 20 7491 0.42 50 6700 0.45 94A 54 0.00 110A 7484 0.42 92 6684 0.45 123 0

0.00 43 7444 0.41 41B 6674 0.44 124 0

0.00 29 7430 0.41 44 6660 0.44 104 0

0.00 35 7405 0.41 94A 6658 0.44 113 0

0.00 102 7356 0.41 27-6648 0.44 105 0

0.00 34 7316 0.41 35 6626 0.44 141 0

0.00 6

7303 0.41 144 6618 0.44 114 0

0.00 110B 7295 0.41 43 6607 0.44 132 0

0.00 109 7224 0.40 6

6607 0.44 133 0

0.00 50 7220 0.40 70 6601 0.44 98 0

0.00 67A 7160 0.40 39A 6583 0.'44 110A 0

0.00 92 7059 0.39 80A 6567 0.44 108 0

0.00 111 7031 0.39 121 6563 0.44 99 0

0.00 70 6818 0.38 84B 6346 0.42 110B 0

0.00 144 6709 0.37 87 6336 0.42 138A 0

0.00 121 6679 0.37 99 6231 0.42 129A 0

0.00 99 6246 0.35 101 6211 0.41 109 0

0.00 760 6211 0.35 760 6211 0.41 127 0

0.00 101 6211 0.35 117 5921 0.39 101 0

0.00 117 6121 0.34 136 5921 0.39 129B 0

0.00 136 6082 0.34 119A 5809 0.39 119B 0

0.CO 119A 6016 0.33 138A 5809 0.39 137 0

0.00 138A 5982 0.33 129A 5809 0.39 128 0

0.00 129A 5957 0.33 127 5806 0.39 117 0

0.00 127 5910 0.33 137 5738 0.38 119A 0

0.00 119B 5840 0.32 118 5738 0.38 138B 0

0.00 118 5840 0.32 128 5738 0.38 136 0

0.00 137 5821 0.32 138B 5720 0.38 118 0

0.00 138B 5817 0.32 129B 5720 0.38 139 0

0.00 128 5809 0.32 119B 5720 0.38 111 0

0.00 129B 5802 0.32 130 5644 0.38 760 0

0.00 139 5644 0.31 120 5644 0.38 120 0

0.00 130 5644 0.31 139 5644 0.38 130 0

0.00 120 5644 0.31

s CAEPIPE 386 CR-5C Page 14 version 3.72 CR-5 W/ Bent MSH-27B. X CRW2 Y GRS Spectra Jul 27.96

('

B31.1 (1967) Code Compliance Press --- Sustained.--- -.. Expansion -.-- --- Occasional ----

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (psi) (ps1)

SH (psi) (psi)

SA (psi) (ps1) 1.20$H

{

"5hhh hhhh"{hhhh h$$h hhhk"hhhhh"h$b[

hhhh"[hhhh"h[kh' 3A 1250 6823 15000 0.45 6599 22500 0.29 7582 18000 0.42 3A 1050 7198 15000 0.48 6990 22500 0.31 8864 18000 0.49 j

3B 1250 7133 15000 0.48 12604 22500 0.56 9218 18000 0.51 3B 1050 6793 15000 0.45 5809 22500 0.26 7744 18000 0.43 6

1250 6607 15000 0.44 3173 22500 0.14 7303 18000 0.41 6

1050 6607 15000 0.44 3173 22500 0.14 7303 18000 0.41 7

1250 6967 15000 0.46 2175 22500 0.10 7663 18000 0.43 7

1050 6967 15000 0.46 2167 22500 0.10 7666 18000 0.43 14 1250 7281 15000 0.49 1222 22500 0.05 7829 18000 0.43 14 1050 7281 15000 0.49 1222 22500 0.05 7829 18000 0.43 17A 1250 7275 15000 0.48 1529 22500 0.07 7852 18000 0.44 17A 1050 7567 15000 0.50 1909 22500 0.08 8365 18000 0.46 17B 1250 7121 15000 0.47 3576 22500 0.16 7686 18000 0.43 O

17B 1050 6952 15000 0.46 2588 22500 0.12 7360 18000 0.41 20 1250 7096 15000 0.47 2455 22500 0.11 7491 18000 0.42 20 1050 7096 15000 0.47 2455 22500 0.11 7491 18000 0.42 23 1250 6800 15000 0.45 1034 22500 0.05 7659 18000 0.43 23 1050 6800 15000 0.45 1034 22500 0.05 7659 18000 0.43 25 1250 6820 15000 0.45 698 22500 0.03 7798 18000 0.43 25 1050 6820 15000 0.45 698 22500 0.03 7798 18000 0.43 27 1250 6648 15000 0.44 970 22500 0.04 7582 18000 0.42 1

27 1050 6648 15000 0.44 970 22500 0.04 7582 18000 0.42 29 1250 6979 15000 0.47 2197 22500 0.10 7430 18000 0.41 29 1050 6979 15000 0.47 2197 22500 0.10 7430 18000 0.41 31A 1250 6898 15000 0.46 2283 22500 0.10 7327 18000 0.41 31A 1050 7047 15000 0.47 3154 22500 0.14 7639 18000 0.42 31B 1250 7457 15000 0.50 1551 22500 0.07 8182 18000 0.45 i

i 31B 1050 7194 15000 0.48 1386-22500 0.06 7719 18000 0.43

)

34 1?50 6828 15000 0.46 2341 22500 0.10 7316 18000 0.41 i

i 34 1050 6828 15000 0.46 2341 22500 0.10 7316 18000 0.41

~N 35 1250 6626 15000 0.44 3873 22L00 0.17 7405 18000 0.41 (d

35 1050 6626 15000 0.44 3873 22500 0.17 7405 18000 0.41 39A 1250 6563 15000 0.44 4308 22500 0.19 7421 18000 0.41

i CAEPIPE 386 CR-SC Page 15 E'[NO"3;72 ggg y/ Bent g}{27B; 3,g3y2 J,g@@ } peg [a y 27;pp B31.1 (1967) Code Compliance Press --- Sustained ---- --- Expansion -- -

--- Occasional ---

(psi)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

l Node Allow (psi) (psi)

SH (psi) (psi)

SA (ps1) (psi) 1.20SH h9A khhh hhhh khhhh b b4 hhkhhhhhhbh6 hhh9 khhhhh$bb 39B 1250 7374 15000 0.49 5992 22500 0.27 8068 18000 0.45 41A 1050 7883 15000 0.53 6102 22500 0.27 8985 18000 0.50 41B 1250 6674 15000 0.44 12839 22500 0.57 7535 18000 0.42 41B 1050 6584 15000 0.44 5852 22500 0.26 6976 18000 0.39 43 1250 6607 15000 0.44 5446 22500 0.24 7444 18000 0.41 43 1050 6607 15000 0.44 5446 22500 0.24 7444 18000 0.41 44 1250 6660 15000 0.44 4918 22500 0.22 8085 18000 0.45 44 1050 6660 15000 0.44 4918 22500 0.22 8085 18000 0.45 47 1250 6914 15000 0.46 4599 22500 0.20 8109 18000 0.45 47 1050 6914 15000 0.46 4599 22500 0.20 8109 18000 0.45 50 1250 6700 15000 0.45 3001 22500 0.13 7220 18000 0.40 50 1050 6700 15000 0.45 3001 22500 0.13 7220 18000 0.40 52 1250 7076 15000 0.47 2664 22500 0.12 7656 18000 0.43 52 1050 7076 15000 0.47 2664 22500 0.12 7656 18000 0.43 55 1250 7402 15000 0.49 1626 22500 0.07 7706 18000 0.43 55 1050 7402 15000 0.49 1626 22500 0.07 7706 18000 0.43 57 1250 7712 15000 0.51 1134 22500 0.05 8170 18000 0.45 57 1050 7712 15000 0.51 1134 22500 0.05-8170 18000 0.45 58 1250 7728 15000 0.52 1043 22500 0.05 8235 18000 0.46 58 1050 7728 15000 0.52 1043 22500 0.05 8235 18000 0.46 59 1250 7667 15000 0.51 868 22500 0.04 8269 18000 0.46 59 1050 7667 15000 0.51 868 22500 0.04 8269 18000 0.46 61 1250 7570 15000 0.50 688 22500 0.03 8145 18000 0.45 64 1050 6712 15000 0.45 192 22500 0.01 7632 18000 0.42 65 1250 6844 15000 0.46 133 22500 0.01 7661 18000 0.43 65 1050 6844 15000 0.46 133 22500 0.01 7661 18000 0.43 67A 1250 6653 15000 0.44 262 22500 0.01 6980 18000 0.39 67A 1050 6709 15000 0.45 363 22500 0.02 7160 18000 0.40 67B 1250 7260 15000 0.48 3480 22500 0.15 7774 18000 0.43 67B 1050 7052 15000 0.47 2518 22500 0.11 7424 18000 0.41 70 1250 6601 15000 0.44 4522 22500 0.20 6818 18000 0.38 70 1050 6601 15000 0.44 4522 22500 0.20 6818 18000 0.38 73 1250 6876 15000 0.46 5736 22500 0.25 7066 18000 0.39

1 CAEPIPE 386 CR-5C Paga 16 version 3.72 CR-5 W/ Bent MSH-27B. X CRW2 Y GRS Spectra Jul 27.96 O

B31.1 (1967) Code Compliance Press --- Sustained ---- --- Egansion ----

-- Occas1cral ----

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+50/

Node Allow (psi) (psi)

SH (ps1) (ps1)

SA (ps1) (ps1) 1.20$H "h3 ibbb bbhi"5bbbb"b$4h bhbb hhbbb b$hb hbh5 ibbbb b$b9

~

102 1250 7154 15000 0.48 6292 22500 0.28 7356 18000 0.41 102 1050 7154 15000 0.48 6292 22500 0.28 7356 18000 0.41 103 1250 6537 15000 0.44 7871 22500 0.35 6642 18000 0.37

-103 1050 6537 15000 0.44 7871 22500 0.35 6640 18000 0.37 1

112 1250 6551 15000 0.44 8629 22500 0.38 6633 18000 0.37 l

112 1050 6552 15000 0.44 8629 22500 0.38 6633 18000 0.37 121 1250 6561 15000 0.44 9071 22500 0.40 6677 18000 0.37 I

121 1050 6563 15000 0.44 9071 22500 0.40 6679 18000 0.37 122 1250 6563 15000 0.44 8340 22500 0.37 6645 18000 0 37 122 1050 6564 15000 0.44 8340 22500 0.37 6648 18000 0.37 131 1250 6592 15000 0.44 6586 22500 0.29 6676 18000 0.37 131 1050 6593 15000 0.44 6586 22500 0.29 6679 18000 0.37 140 1250 6622 15000 0.44 4832 22500 0.21 6733 18000 0.37 140 1050 6621 15000 0.44 4832 22500 0.21 6731 18000 0.37 144 1250 6618 15000 0.44 3948 22500 0.18 6709 18000 0.37 7

1050 15084 15000 1.01 832 22500 0.04 19132 18000 1.06 700A 1312 6467 15000 0.43 277 22500 0.01 7454 18000 0.41 l

700A 1050 6790 15000 0.45 627 22500 0.03 9027 18000 0.50 l

7008 1312 7833 15000 0.52 549 22500 0.02 9357 18000 0.52 700B 1050 6927 15000 0.46 242 22500 0.01 7600 18000 0.42 710 1312 7012 15000 0.47 236 22500 0.01 7568 18000 0.42 710 1050 7012 15000 0.47 236 22500 0.01 7568 18000 0.42 720A 1312 7159 15000 0.48 225 22500 0.01 7532 18000 0.42 i

i 720A 1050 9025 15000 0.60 668 22500 0.03 10132 18000 0.56 720B 1312 9897 15000 0.66 600 22500 0.03 10552 18000 0.59 l

l 720B 1050 7453 15000 0.50 202 22500 0.01 7673 18000 0.43 730 1312 7539 15000 0.50 195 22500 0.01 7734 18000 0.43 750 1050 7534 15000 0.50 99 22500 0.00 7645 18000 0.42

{

760 1312 6211 15000 0.41 0 22500 0.00 6211 18000 0.35 73 1050 7947 15000 0.53 780 22500 0.03 8941 18000 0.50 74 1312 7947 15000 0.53 780 22500 0.03 9281 18000 0.52 74 1050 7947 15000 0.53 780 22500 0.03 9282 18000 0.52 75 10260 15000 0.68 3135 22500 0.14 16340 18000 0.91

CAEPIPE 386 CR-5C Page 17 Version 3.72 CR-5 W/ Bent MSH-278. X CRW2 Y GRS Spectra Jul 27,96 831.1 (1967) Code Compliance Press --- Sustained..--.-- Expansion ---- -- Occasional ----

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (ps1) (psi)

SH (psi) (psi)

SA (ps1) (ps1) 1.20SH hh khhh 5hh4h [hbbb b$hh h9hh hhhhh b$5h hhhh5 [hhhh 5$h[

79 7842 15000 0.52 707 22500 0.03 11072 18000 0.62 79 1050 7842 15000 0.52 707 22500 0.03 11072 18000 0.62 80A 1312 6368 15000 0.42 308 22500 0.01 7485 18000 0.42 80A 1050 6567 15000 0.44 313 22500 0.01 9098 18000 0.51 808 1312 7333 15000 0.49 701 22500 0.03 10427 18000 0.58 80B 1050 6706 15000 0.45 309 22500 0.01 8072 18000 0.45 82 1312 6706 15000 0.45 309 22500 0.01 9302 18000 0.52 82 1050 6706 15000 0.45 309 22500 0.01 9302 18000 0.52 840 1312 6706 15000 0.45 309 22500 0.01 9508 18000 0.53 840 1050 6706 15000 0.45 309 22500 0.01 9508 18000 0.53 84A 1312 6706 15000 0.45 309 22500 0.01 9603 18000 0.53 84A 1050 7333 15000 0.49 701 22500 0.03 13897 18000 0.77 848 1312 6346 15000 0.42 660 22500 0.03 13393 18000 0.74 O

84B 1050 6271 15000 0.42 293 22500 0.01 9381 18000 0.52 87 1312 6336 15000 0.42 288 22500 0.01 9481 18000 0.53 87 1050 6336 15000 0.42 288 22500 0.01 9481 18000 0.53 89 1312 7102 15000 0.47 121 22500 0.01 9108 18000 0.51 89 1050 7102 15000 0.47 121 22500 0.01 9108 18000 0.51 92 1312 6684 15000 0.45 58 22500 0.00 7059 18000 0.39 92 1050 6684 15000 0.45 58 22500 0.00 7059 18000 0.39 94A 1312 6408 15000 0.43 42 22500 0.00 6940 18000 0.39 94A 1050 6658 15000 0.44 54 22500 0.00 7863 18000 0.44 94B 1312 7747 15000 0.52 125 22500 0.01 10490 18000 0.58 948 1050 6889 15000 0.46 55 22500 0.00 8100 18000 0.45 96 1312 7231 15000 0.48 79 22500 0.00 8403 18000 0.47 96 1050 7231 15000 0.48 79 22500 0.00 8403 18000 0.47 98 1312 7512 15000 0.50 0 22500 0.00 8687 18000 0.48 98 1050 7512 15000 0.50 0 22500 0.00 8687 18000 0.48 99 1312 6231 15000 0.42 0 22500 0.00 6246 18000 0.35 99 1050 6231 15000 0.42 0 22500 0.00 6246 18000 0.35 101 1312 6211 15000 0.41 0 22500 0.00 6211 18000 0.35 103 1050 7500 15000 0.50 0 22500 0.00 12274 18000 0.68 104 1312 7500 15000 0.50 0 22500 0.00 10829 18000 0.60

CAEPIPE 386 CR-5C Pcge 18 version 3.72 CR-5 W/ Bent MSH.27B. X CRW2 Y GRS Spectra Jul 27.96

/N B31.1 (1967) Code Compliance

'C Press -. Sustained....... Ex:ansion ---- --- Occasional ----

l 4

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (psi) (psi)

SH (psi) (p51)

SA (ps1) (psi) 1.20SH 5bb 5bbb 7hbb khbbb b bb bhhbbbbbbkbbh9 $hhbbhhh 105 1312 7500 15000 0.50 0 22500 0.00 10168 18000 0.56 108 1050 7348 15000 0.49 0 22500 0.00 7506 18000 0.42 l

109 1154 7140 15000 0.48 0 22500 0.00 7224 18000 0.40 109 1050 7140 15000 0.48 0 22500 0.00 7224 18000 0.40 110A 1154 7105 15000 0.47 0 22500 0.00 7173 18000 0.40 1

110A 1050 7268 15000 0.48 0 22500 0.00 7484 18000 C. 42 110B 1154 7157 15000 0.48 0 22500 0.00 7295 18000 0.41 i

110B 1050 7071 15000 0.47 0 22500 0.00 7114 18000 0.40 111 1154 7031 15000 0.47 0 22500 0.00 7031 18000 0.39 112 1050 8585 15000 0.57 0 22500 0.00 15784 18000 0.88 113 1312 8585 15000 0.57 0 22500 0.00 13748 18000 0.76 113 1050 8585 15000 0.57 0 22500 0.00 13748 18000 0.76 114 1312 6586 15000 0.57 0 22500 0.00 12817 18000 0.71 G

117 1050 5921 15000 0.39 0 22500 0.00 6121 18000 0.34 118 1449 5738 15000 0.38 0 22500 0.00 5840 18000 0.32 118 1050 5738 15000 0.38 0 22500 0.00 5840 18000 0.32 119A 1449 5705 15000 0.38 0 22500 0.00 5781 18000 0.32

)

119A 1050 5809 15000 0.39 0 22500 0.00 6016 18000 0.33 119B 1449 5720 15000 0.38 0 22500 0.00 5840 18000 0.32 i

119B 1050 5672 15000 0.38 0 22500 0.00 5716 18000 0.32 120 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 122 1050 8051 15000 0.54 0 22500 0.00 13426 18000 0.75 123 1312 8051 15000 0.54 0 22500 0.00 11842 18000 0.66 123 1050 8051 15000 0.54 0 22500 0.00 11842 18000 0.66 124 1312 8051 15000 0.54 0 22500 0.00 11118 18000 0.62 127 1050 5806 15000 0.39 0 22500 0.00 5910 18000 0.33 l

128 1449 5738 15000 0.38 0 22500 0.00 5809 18000 0.32

{

'128 1050 5738 15000 0.38 0 22500 0.00 5809 18000 0.32 129A 1449 5705 15000 0.38 0 22500 0.00 5759 18000 0.32 129A 1050 5809 15000 0.39 0 22500 0.00 5957 18000 0.33 129B 1449 5720 15000 0.38 0 22500 0.00 5802 18000 0.32 i

129B 1050 5672 15000 0.38 0 22500 0.00 5702 18000 0.32 l

130 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 l

l

. ~. -. -

1 CAEPfPE386 CR-SC Page 19 version 3.72 CR-5 W/ Bent MSH.27B. X CRW2 Y GRS Spectra Jul.27.96 1

I B31.1 (1967) Code Compliance Press -- Sustained --- --- Expars1on ---- --- Occasional ----

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (psi) (ps1)

SH -(ps1) (ps1)

SA (psi)

(psi) 1.20SH k3k kbbb bbbk khbbb b b7 bbbbbbbbbkhb44 khbbbb$b4 4

132 1312 8581 15000 0.57 0 22500 0.00 13215 18000 0.73 132 1050 8581 15000 0.57 0 22500 0.00 13215 18000 0.73 i

133 1312 8582 15000 0.57 0 22500 0.00 12380 18000 0.69 l

136 1050 5921 15000 0.39 0 22500 0.00 6082 18000 0.34 137-1449 5738 15000 0.38 0 22500 0.00 5821 18000 0.32 i

137 1050 5738 15000 0.38

.0 22500 0.00 5821 18000 0.32 j

138A 1449 5705 15000 0.38 0 22500 0.00 5768 18000 0.32 4

138A 1050 5809 15000 0.39 0 22500 0.00 5982 18000 0.33 1

138B 1449 5720 15000 0.38 0 22500 0.00 5817 18000 0.32 i

138B 1050 5672 15000 0.38 0 22500 0.00 5707 18000 0.32

]

139 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 140 1050 8542 15000 0.57 0 22500 0.00 13877 18000 0.77 141 1312 8542 15000 0.57 0 22500 0.00 12130 18000 0.67 Loads on Anchors: Sustained (W+P) j Node X (Ib)

Y (lb)

Z (lb)

XX(ft lb)

YY(ft-lb)

ZZ(ft-lb) t I

1 114

-4288 0

-5669 4317

-7349 i

58' 850 121

-170

-5411

-4957

)

144 56

-1699

-0 3538 331

-867 Loads on Hangers: Sustained (W+P) l l

Node Type Load (lb)

No.of Total (lb) 6 User hanger

-6235 1

-6235 20 User hanger

-6131 1

6131 2

1 23 User hanger

-4175 1

-4175

)

4 i

25 User hanger

-4734 1

-4734 i

29 User hanger

-5466 1

-5466 i

34 User hanger

-2060 1

-2060 40 User hanger

-7300 1

-7300 47 User hanger

-6407.

1

-6407 j

50 User hanger

-5200 1

-5200

]

55 User hanger 3313 1

-3313

{

65 Rod Hanger

-22912 1

-22912 4

) O. 102 Rod Hanger

.-9787 1

-9787 140 Rod Hanger

-5968 1

-5968

( / ' 760 User hanger

-630 1

-630 I

840 User hanger

-718 1

-718 i

96 User hanger

-518 1

-518 4

98 Rod Hanger

-529 1

-529 i

CAEPIPE 386 CR-5C Page 20 i

Version 3.72 CR-5 W/ Bent MSH-27B. X CRW2 Y GRS Spectra Jul 27.96 (v)....................... Displacements: Sustained (W+P)

Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) l 3A 0.005

-0.000 0.003

-0.0034 0.0034

-0.0048 3B

-0.008 0.007 0.008

-0.0163 0.0040

-0.0125 6

0.001 0.041 0 008

-0.0200 0.0059

-0.0190 7

0.006 0.056 0.008

-0.0218 0.0066

-0.0215 14 0.018 0.103 0.008

-0.0331 0.0077

-0.0233 17A 0.021 0.115 0.008

-0.0356 0.0078

-0.0236 17B 0.032 0.149

-0.003

-0.0624 0.0097

-0.0254 20 0.032 0.141

-0.006

-0.0645 0.0098

-0.0270 23 0.032 0.031

-0.041

-0.0876 0.0106

-0.0354 25 0.032

-0.112

-0.084

-0.1142 0.0114

-0.0375 27 0.032

-0.139

-0.092

-0.1189 0.0116

-0.0389 29 0.032

-0.261

-0.129 0.1393 0.0123

-0.0436 31A 0.032

-0.270

-0.131

-0.1407 0.0123

-0.0445 318 0.048

-0.137

-0.147

-0.1659 0.0133

-0.0462 34 0.073 0.187

-0.147

-0.1762 0.0130

-0.0486 35 0.088 0.392

-0.147

-0.1789 0.0126 0.0501 39A 0.092 0.448

-0.147

-0.1791 0.0124 0.0505 39B 0.038 0.668 0.065

-0.1571 0.0084

-0.0561 41A 0.038 0.668 0.065

-0.1570 0.0084

-0.0561 41B 0.001 0.631 0.148

-0.1356 0.0151

-0.0605 A

43 0.001 0.572 0.134

-0.1281 0.0143

-0.0600

(')

44 0.001 0.496 0.116

-0.1181 0.0134

-0.0601 47 0.001 0.450 0.106

-0.1122 0.0128

-0.0620 50 0.002 0.211 0.062

-0.0817 0.0100

-0.0570 52 0.002 0.164 0.054

-0.0751 0.0094

-0.0539 55 0.002 0.047 0.032

-0.0542 0.0074

-0.0318 57 0.002 0.012 0.022

-0.0430 0.0063

-0.0167 58 0.002 0.007 0.020

-0.0406 0.0061

-0.0131 59 0.002 0.003 0.017

-0.0373 0.0058

-0.0082 61 0.002 0.000 0.015

-0.0340 0.0055

-0.0035 62 0.002

-0.001 0.013

-0.0331 0.0054

-0.0025 64 0.002

-0.001 0.008 0.0315 0.0053 0.0005 65 0.002 0.000 0.008

-0.0301 0.0051 0.0003 67A 0.002

-0.001 0.004

-0.0240 0.0045

-0.0013 67B

-0.001

-0.013

-0.000 0.0013 0.0005 0.0030 70

-0.001 0.007

-0.000 0.0060 0.0001 0.0017 73

-0.001

-0.002

-0.000 0.0049

-0.0003 0.0008 102

-0.001 0.000

-0.000 0.0030

-0.0003 0.0006 103

-0.000 0.000

-0.000

-0.0003

-0.0003

-0.0001 l

112

-0.000

-0.000

-0.000

-0.0003

-0.0003

-0.0002 1

121 0.000 0.000 0.000

-0.0003

-0.0002 0.0000 122 0.000

-0.000 0.000

-0.0003

-0.0002

-0.0003 l

131 0.000

-0.000 0.000 0.0001

-0.0001

-0.0008 140 0.000 0.000 0.000 0.0000 0.0000

-0.0010 144 0.000 0.000 0.000 0.0000 0.0000 0.0000 700A 0.006

-0.311

-0.004

-0.0218 0.0066

-0.2826

(

7008 0.018

-0.342

-0.005

-0.0218 0.0066

-0.2682 Q f,) 710 0.024

-0.347

-0.006

-0.0218 0.0066

-0.2674 t

720A 0.034

-0.357

-0.007

-0.0218 0.0066

-0.2658 720B 0.042

-0.375

-0.008

-0.0218 0.0066

-0.2344 l

730 0.042

-0.381

-0.008

-0.0218 0.0066

-0.2334

CAEPIPE 386 CR-5C Page 21 version 3.72 CR-5 W/ Bent MSH-278. X CRW2 Y GRS Spectra Jul 27.96

,q Displacements: Sustained (W+P)

Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 750 0.042

-0.453

-0.010

-0.0218 0.0066 0.2290 760 0.042

-0.525

-0.013

-0.0218 0.0066

-0.2213 63 0.003

-0.002

-0.007

-0.0331 0.0054

-0.0025 74 0.002

-0.002 0.001 0.0033

-0.0003

-0.0174 75 0.004

-0.002 0.001 0.0021

-0.0003

-0.0309 76 0.007

-0.002 0.002 0.0020

-0.0003

-0.0324 77 0.017

-0.002 0.002 0.0020

-0.0003

-0.0324 78 0.007 0.001 0.002 0.0018

-0.0003

-0.0338 79 0.007 0.005 0.002 0.0002

-0.0003

-0.0468 80A 0.007 0.116 0.001

-0.0100

-0.0003

-0.0924 808 0.020 0.130

-0.001

-0.0153

-0.0026

-0.0719 82 0.066 0.130

-0.013

-0.0191

-0.0026

-0.0602 840 0.090 0.130

-0.022

-0.0215

-0.0026

-0.0531 84A 0.098 0.130

-0.025

-0.0223

-0.0026

-0.0504 B4B 0.105 0.126

-0.029

-0.0266 0.0044

-0.0342 87 0.105 0.125

-0.029

-0.0265 0.0044

-0.0330 89 0.097 0.109

-0.029 0 0156 0.0044 0.0028 92 0.094 0.126

-0.029 0.0330 0.0044 0.0176 94A 0.093 0.136

-0.029 0.0362 0.0044 0.0233 948 0.092 0.136

-0.028 0.0318 0.0044 0.0421 96 0.092 0.126

-0.027 0.0318 0.0044 0.0489 fs f

98 0.092 0.000

-0.009 0.0318 0.0044 0.0181 99 0.092

-0.054

-0.003 0.0318 0.0044 0.0439 101 0.092

-0.063

-0.002 0.0318 0.0044 0.0439 104 0.001 0.000

-0.000

-0.0003

-0.0003

-0.0118 105 0.003

-0.000

-0.000

-0.0003

-0.0003

-0.0172 106 0.008

-0.000

-0.000

-0.0003

-0.0003

-0.0201 107 0.012

-0.000

-0.000

-0.0003

-0.0003

-0.0201 108 0.008

-0.004

-0.000

-0.0003

-0.0003

-0.0206 109 0.008

-0.007

-0.000

-0.0003 0.0003

-0.0215 110A 0.008

-0.009

-0.000

-0.0003 0.0003

-0.0217 110B 0.009

-0.011

-0.000

-0.0003

-0.0003

-0.0235 111 0.013

-0.015

-0.000

-0.0003

-0.0003

-0.023C 113 0.003

-0.000

-0.000

-0.0003

-0.0003

-0.0218 114 0.006

-0.000

-0.000

-0.0003

-0.0003

-0.0317 115 0.016

-0.000

-0.000

-0.0003 0.0003

-0.0378 116 0.022

-0.001

-0.000

-0.0003

-0.0003

-0.0378 117 0.016

-0.007

-0.000

-0.0003

-0.0003

-0.0382 118 0.016 0.014

-0.000

-0.0003

-0.0003

-0.0389 119A 0.016

-0.018

-0.000 0.0003

-0.0003

-0.0390 1198 0.018

-0.023

-0.000

-0.0003

-0.0003

-0.0401 120 0.024

-0.029

-0.000 0.0003

-0.0003

-0.0402 123 0.002

-0.000

-0.000

-0.0003

-0.0002

-0.0171 124 0.005

-0.000

-0.000

-0.0003

-0.0002

-0.0248 125 0.012

-0.001

-0.000

-0.0003

-0.0002

-0.0295 l

126 0.017

-0.001

-0.000

-0.0003

-0.0002

-0.0295

(

127 0.012

-0.006

-0.000

-0.0003

-0.0002

-0.0297 128 0.012

-0.011

-0.000

-0.0003

-0.0002

-0.0302 129A 0.012

-0.014

-0.000

-0.0003

-0.0002

-0.0304 129B 0.014

-0.018

-0.000

-0.0003

-0.0002

-0.0315 130 0.019

-0.023

-0.000

-0.0003

-0.0002

-0.0316

CAEPIPE 386 CR 5C Page 22 version 3.72 CR-5 W/ 8ent MSH-27B, X CRW2 Y GRS Spectra Jul 27.96 Displacements: Sustained (W+P)

Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 133 0.006 0.001 0.000 0.0001

-0.0001

-0.0323 134 0.016 0.001 0.000 0.0001

-0 0001

-0.0384 135 0.023

-0.001 0.000 0.0001 0.0001

-0.0384 136 0.016

-0.008 0.000 0.0001

-0.0001

-0.0387 137 0.016 0.015 0.000 0.0001

-0.0001

-0.0394 138A 0.016

-0.019 0.000 0.0001

-0.0001

-0.0396 138B 0.018

-0.024 0.000 0.0001

-0.0001 0.0407

~

139 0.025

-0.030 0.000 0.0001

-0.0001

-0.0408 141 0.003

-0.000 0.000 0.0000 0.0000

-0.0217 142 0.013 0.000 0.000 0.0000 0.0000

-0.0298 143 0.013

-0.008 0.000 0.0000 0.0000

-0.0298 Loads on Anchors: Expansion (T1)

Node X (1b)

Y (lb)

Z (lb)

XX(ft-lb)

YY(ft-lb)

ZZ(ft-lb) 58

-2015 121 32472

-759 1919 144

-22717

-11 2642 43

-127554 0

Loads on Hangers: Expansion (TI)

Node Type

_ Load (lb)

No.of Total (lb) 6 User hanger

-435 1

-435 20 User hanger

-119 1

-119 23 User hanger 90 1

-90 25 User hanger 66 1

66

)

29 User hanger

-54 1

-54 34 User hanger 70 1

70 3

40 User hanger 170 1

170 47 User hanger

-58 1

-58 50 User hanger

-50 1

-50 55 User hanger

-27 1

-27 65 Rod Hanger 778 1

778 102 Rod Hanger 769 1

769 140 Rod Hanger 186 1

186 760 User hanger 45 1

45 840 User hanger 48 1

48 96 User hanger 18 1

18 98 Rod Hanger

-3 1

-3 Displacements: Expansion (TI)

Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 3A

-0.039

-0.447 0.012 0.0154 0.1648

-0.0268 3B

-0.244

-0.562 0.172

-0.0579

-0.3760

-0.1030 6

-1.023

-0.435 0.589

-0.0767

-0.4533

-0.0802

I i

CAEPIPE 386 CR-SC Page 23 i

Version 3.72 CR-5 W/ 8ent MSH-278. X CRW2 Y GRS Spectra Jul 27.96 l

i O........................ Displacements: Expansion (TI)

{

Node X (1nch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 7

-1.372

-0.375 0.757

-0.0821

-0.4707 0.0709 14

-2.211

-0.223 1.149 0.0908

-0.4805

-0.0498 l

17A

-2.370 0.193 1.224.

-0.0919

-0.4775

-0.0458

)

178 2.653

-0.097 2.035

-0.1090

-0.3775

-0.0078

- j 20

-2.583

-0.099 2.152

-0.1092

-0.3701

-0.0056 l

23

-1.815

-0.090 3.307

-0.1121

-0.3133 0.0075 25

-0.932

-0.066 4.499

-0.1154

-0.3033 0.0006 27

-0.776

-0.067' 4.712

-0.1160

-0.3078 0.0030 29

-0.098

-0.107 5.693

-0.1185

-0.3484

-0.0260 1

31A

-0.051

-0.113 5.766

-0.1187

-0.3526

-0.0280 31B

-0.282

-0.034 6.534

-0.1056

-0.4258

-0.0753 34

-1.084 0.162 6.957

-0.1015

-0.4141

-0.1036 35

-1.546 0.276 7.216

-0.0967

-0.3822

-0.1209 i

39A 1.665 0.307 7.286

-0.0951

-0.3703

-O.'1256 39B

-2.151 0.142 7.686

-0.0955

-0.1576

-0.0808 41A

-2.151 0.142 7.686-

-0.0955

-0.1573

-0.0808 41B

-2.056

-0.039 7.756 0.0017 0.0564

-0.0448 43

-1.839

-0.075 7.675

-0.0018 0.1085

-0.0319 44

-1.555 0.106 7.497

-0.0019 0.1711

-0.0174 47

-1.383

-0.116 7.353

-0.0020 0.2059

-0.0099 50

-0.510

-0.100 6.253

-0.0023 0.3488 0.0141 52

-0.322

-0.087 5.951

-0.0024 0.3719 0.0163 55 0.277

-0.041 4.876

-0.0026 0.4278 0.0162 57 0.597

-0.020 4.251

-0.0028 0.4465 0.0119 58 0.666

-0.017 4 114

-0.0028 0.4495 0.0106 59 0.760

-0.013 3.924

-0.0028 0.4530 0.0088 61 0.857

-0.009 3.728

-0.0029 0.4559 0.0073 62 0.945

-0.007 3.545

-0.0029 0.4565 0.0070 64 1.125

-0.001-3.170

-0.0029 0.4571 0.0066 65 1.163 0.000 3.092

-0.0029 0.4572 0.0063 67A 1.340 0.005 2.731

-0.0030 0.4565 0.0055 67B 1.122 0.006 1.910

-0.0031 0.3546 0.0029 70 0.664 0.002 1.592

-0.0022 0.3069 0.0022 73 0.426 0.000 1.399

-0.0014 0.2648 0.0017 102 0.330 0.000 1.311

-0.0009 0.2421 0.0014 j

103 0.108

-0.000 1.062 0.0001 0.1664 0.0006 112 0.033

-0.000 0.943 0.0002 0.1240 0.0002 121 0.000 0.000 0.874 0.0001 0.0975 0.0000 122

-0.018 0.000 0.824 0.0001 0.0789 0.0000 131

-0.045 0.000 0.706 0.0000 0.0406 0.0000 140

-0.054 0.000 0.588 0.0000 0.0113 0.0000 144 0.000 0.000 0.000 0.0000

-0.0001 0.0000 700A

-0.965

-0.466 1.610

-0.0821

-0.4707

-0.0352 700B

-0.938

-0.460 1.659

-0.0821

-0.4707

-0.0453 710

-0.932 0.456 1.667

-0.0821

-0.4707

-0.0450 720A

-0.923

-0.450 1.681

-0.0821

-0.4707

-0.0446 7208

-0.905

-0.445 1.713

-0.0821

-0.4707

-0.0158

(

730

-0.900

-0.445 1.724

-0.0821

-0.4707

-0.0156 740

-0.866

-0.448 1.798

-0.0821 0.4707

-0.0154 750

-0.831

-0.450 1.872

-0.0821

-0.4707

-0.0152 760

-0.759

-0.455 2.024

-0.0821

-0.4707

-0.0146 63 1.079 0.109 3.256

-0.0029 0.4565 0.0070

- - - ~

w n

CAEPIPE 386 CR-5C Page 24 version 3.72 CR-5 W/ Bent MSH-27B. X CRW2 Y GRS Spectra Jul 27.96 Node X (inch)

Y (inch)

Z (incn)

XX(deg)

YY(deg)

ZZ(deg) 75 0.423 0.088 1.398

-0.0070 0.2648 0.0149 76 0 422 0.109 1.397

-0.0073 0.2648 0.0155 77 0.417 0.176 1.395

-0.0073 0.2648 0.0155 78 0.401 0.107 1.422

-0.0076 0.2648 0.0161 79 0.380 0.105 1.447-

-0.0107 0.2648 0.0212 80A 0.058 0.059 1.827

-0.0310 0.2648 0.0381 808 0.013 0.086 1.862

-0.0417 0.2602 0.0723 82

-0.037 0.244 1.830

-0.0493 0.2602 0.0713 840

-0.067 0.340 1.808

-0.0540 0.2602 0.0707 84A

-0.078 0.375 1.800

-0.0557 0.2602 0.0705 84B 0.130 0.403 1.757

-0.0381 0.2596 0.0692 87 0.144 0.401 1.745

-0.0386 0.2596 0.0691 89

-0.572 0.327 1.375

-0.0503 0.2596 0.0661 92

-0.749 0.292 1.222

-0.0522 0.2596 0.0649 94A

-0.817 0.278 1.163

-0.0525 0.2596 0.0644 948

-0.891 0.260 1.165

-0.0521 0.2246 0.0628 96

-0.942 0.245 1.216

-0.0521 0.2246 0.0623 98 1.886 0.000 2.161

-0.0521 0.2246 0.0564 99

-2.215

-0.083 2.490

-0.0521 0.2246 0.0564 101

-2.262

-0.095 2.537

-0.0521 0.2246 0.0564

'.. O 104 0.108 0.057 1.062 0.0001 0.1664 0.0006 105 0.108 0.084 1.062 0.0001 0.1664 0.0006 106 0.108 0.138 1.062 0.0001 0.1664 0.0006 107 0.111 0.183 1.059 0.0001 0.1664 0.0006 108 0.146 0.138 1.033 0.0001 0.1664 0.0006 109 0.179 0.138 1.009 0.0001 0.1664 0.0006 110A 0.197 0.138 0.995 0.0001 0.1664 0.0006 110B 0.220 0.146 0.979 0.0001 0.1664

-0.0248 111 0.262 0.180 0.951 0.0001 0.1664

-0.0248 113 0.033 0.057 0.943 0.0002 0.1240 0.0002 114 0.033 0.084 0.943 0.0002 0.1240 0.0002 115 0.033 0.146 0.943 0.0002 0.1240 0.0002 116 0.037 0.183 0.941 0.0002 0.1240 0.0002 117 0.073 0.146 0.920 0.0002 0.1240 0.0002 118 0.112 0.146 0.899 0.0002 0.1240 0.0002 119A 0.135 0.146 0.886 0.0002 0.1240 0.0002 1198 0.163 0.156 0.871 0.0002 0.1240

-0.0197 120 0.202 0.189 0.851 0.0002 0.1240

-0.0197 123

-0.018 0.058 0.824 0 0001 0.0789 0.0000 124

-0.018 0.084 0.824 0 0001 0.0789 0.0000 125

-0.018 0.146 0.824 0.0001 0.0789 0.0000 126

-0.014 0.183 0.823 0.0001 0.0789 0.0000 127 0.023 0.146 0.810 0.0001 0.0789 0.0000 128 0.062 0.146 0.796 0.0001 0.0789 0.0000 129A 0.085 0.146 0.788 0.0001 0.0789 0.0000 129B 0.113 0.156 0.778 0.0001 0.0789

-0.0200 0s 130 0.152 0.188 0.766 0.0001 0.0789

-0.0200

'132

-0.045 0.058 0.706 0.0000 0.0406 0.0000 133

-0.045 0.084 0.706 0.0000 0.0406 0.0000 134

-0.045 0.146 0.706 0.0000 0.0406 0.0000 135

-0.041 0.183 0.705 0.0000 0.0406 0.0000

CAEPIPE 386 CR SC Page 25 l

Vers 1on 3.72 CR-5 W/ Bent MSH 278. X CRW2 Y GRS

..................................................... Spectra Jul 27.96 i

1

![.

I.S..........................

Node X (1nch)

Y (1nch)

Z (inch).XX(deg).

YY(deg)

ZZ(deg)

{

~ ~ {3b" b$bbb~^"b$5kh b$h9h b$bbbb bb$hh b[hhhh 137 0.035 0.146 0.692 0.0000 0.0406 0.0000 138A 0.058 0.146 0.687 0.0000 0.0406 0.0000 1388 0.086 0.156 0,682 0.0000 0.0406

-0.0200 l

139 0.125 0.188 0.676 0.0000 0.0406

-0.0200 141

-0.054 0.056 0.588 0.0000 0.0113 0.0000 142

-0.054 0.141 0.588 0.0000 0.0113 0.0000 143 0.004 0.141 0.585 0.0000

....................................................... 0.0113 0.0000 Loads on Anchors: Operatin

..............................................g (W+Pl+T1) 2 Node X (1b)

Y (lb)

Z (lb)

XX(ft-lb)

YY f

........................................................(.t-lb)

ZZ(ft-lb) i 1

-9642

-2594

-2642

-18690

-205441

-98039 58

-1164 121 32302 6170

-3037 4

144

-22661

-1711 2642 3581

-1272 23...........-867 Loads on Hangers: Operatin

..............................................g (W+Pl+T1)

Node Type Load (lb)

No.of Total (lb) 3 O6 User hanger

-6670 1

-6670

. L/

20-User hanger

-6250 1

-6250 23 User hanger

-4265 1

4265 6

25 User hanger

-4800 1

-4800 29 User hanger

-5520 1

-5520 34 User hanger

-1990 1

-1990 40 User hanger

-7130 1

-7130 4

47 User hanger

-6465 1

-6465 50 User hanger

-5250 1

5250 55 User hanger

-3340 1

-3340

}3 65 Rod Hanger

-22134 1

-22134 102 Rod Hanger

-9018 1

-9018 140 Rod Hange

-5783 1

-5783 i

760 User hanger

-675 1

675 840

. User hanger

-670 1

-670 96 User hanger

-500 1

500 98 Rod Hanger

-532 1

-532

[

Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 3A

-0.044

-0.447 0.015

-0.0189

-0.1614

-0.0316 3B 0.253

-0.555.

0.180 0.0742

-0.3720

-0.1156 4

6

-1.022 0.394 0.597 0.0967

-0.4473

-0.0991 lh 7

-1.366

-0.319 0.765

-0.1040

-0.4641

-0.0925 i

14

-2.192

-0.120 1.157

-0.1240

-0.4728

-0.0731 17A

-2.349

-0.078 1.232

-0.1275

-0.4697

-0.0694 17B

-2.622 0.052 2.031

-0.1713

-0.3678-

-0.0332

CAEPIPE 386 CR-5C Page 26 Version 3.72 CR-5 W/ Bent MSH-278. X CRW2 Y GRS Spectra Jul 27.96 n.

Displacements: Operatin V

............................................g (W+Pl+T1)

Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 20

-2.551 0.042 2.146

-0.1737

-0.3603

-0.0326 i

23

-1.784

-0.059 3.266 0.1997

-0.3027

-0.0280 25 0.900

-0.179 4.415

-0.2296

-0.2919

-0.0369 l

27

-0.744

-0.206 4.620

-0.2349

-0.2962

-0.0419 29

-0.066

-0.368 5.564

-0.2578

-0.3361

-0.0696 31A 0.019

-0.383 5.635

-0.2594

-0.3402

-0.0725 31B

-0.234-

-0.172 6.3?6

-0.2715

-0.4125

-0.1215 34

-1.011 0.348 6.810

-0.2778

.-0.4011

-0.1522 35 1.458 0.668 7.068

-0.2756

-0.3696

-0.1710 39A

-1.573 0.754 7.139

-0.2742

-0.3578

-0.1761 39B

-2.113 0.810 7.751 0.2526

-0.1492

-0.1369 41A

-2.113 0.810 7.751

-0..~525

-0.1489 0.1369 418

-2.055 0.592 7.904

-0.1373 0.0714

-0.1053 43

-1.837 0.497 7.809

-0.1298 0.1228

-0.0919 i

44

-1.553 0.390 7.614

-0.1200 0.1845 0.0775 47

-1.382 0.334 7.459

-0.1141 0.2188

-0.0719 1

50

-0 508 0.111 6.315

-0.0840 0.3587

-0.0429 i

52

-0.320

'0.077 6.005

-0.0775 0.3813

-0.0376 55 0.279 0.006 4.907

-0.0568 0.4352

-0.0156 57 0.599

-0.009 4.272

-0.0458 0.4528

-0.0049 58 0.667

-0.010 4.134

-0.0434 0.4556

-0.0025-59 0.761

-0.010 3.942

-0.0402 0.4588 0.0006 l

61 0.858

-0.009 3.743 0.0368 0.4614 0.0038 62 0.946

-0.007 3.558

-0.0360 0.4619 0.0045 64 1.126

-0.002 3.178

-0.0344 0,.4623 0.0070 l

65 1.165 0.000 3.100 0.0331 0.4623 0.0067 67A 1.342 0.004 2.735

-0.0269 0.4610 0.0042 678 1.121

-0.008 1.910

-0.0018 0.3551 0.0059 70 0.663

-0.005 1.591 0.0038 0.3068 0.0038 73 0.425

-0.001 1.399 0.0036 0.2645 0.0025 102 0.329 0.000 1.311 0.0022 0.2418 0.0020 103 0.108 0.000 1.062 0.0003 0.1660 0.0006 112 0.033

-0.000 0.943

-0.0001 0.1238 0.0001 121 0.000 0.000 0.874

-0.0002 0.0973 0.0000 122

-0.018

-0.000 0.824

-0.0002 0.0787

-0.0003 131

-0.045

-0.000 0.706 0.0001 0.0405

-0.0008 i

140

-0.054 0.000 0.588 0.0000 0.0113

-0.0010 l

144 0.000 0.000 0.000 0.0000

-0.0001 0.0000 700A

-0.959

-0.776 1.607

-0.1040

-0.4641

-0.3178 7008

-0.920

-0.801 1.653

-0.1040

-0.4641

-0.3134 710

-0.908

-0.803 1.661

-0.1040

-0.4641

-0.3124 720A

-0.889

-0.806 1.674

-0.1040

-0.4641

-0.3103 720B

-0.863

-0.820 1.705

-0.1040

-0.4641

-0.2501 730

-0.858

-0.826 1.715

-0.1040

-0.4641

-0.2490 740

-0.824

-0.865 1.788

-0.1040

-0.4641

-0.2465 750

-0.789

-0.903 1.861

-0.1040

-0.4641

-0.2442 760

-0.717

-0.980 2.011

-0.1040

-0.4641

-0.2359 63 1.082 0.106 3.249

-0.0360 0.4619 0.0045 74 0.426 0.065 1.399

-0.0013 0.2645

-0.0081 75 0.427 0.086 1.399

-0.0049 0.2645

-0.0160 76 0.429 0.107 1.399

-0.0053 0.2645

-0.0169 77 0.434 0.174 1.397

-0.0053 0.2645

-0.0169

1 CAEPIPE 386-CR-5C Page 27 Version 3.72 CR-5 W/ Bent MSH-278. X CRW2 Y GRS Spectra Jul 27.96

(~,)..................... Displacements: Operating (W+Pl+T1) s Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 79 0.387 0.110 1.448

-0.0105 0.2645

-0.0256 80A 0.065 0.175 1.828 0.0410 0.2645

-0.0543 80B 0.033 0.216 1.861

-0.0570 0.2577 0.0004 82 0.029 0.374 1.817

-0.0685 0.2577 0.0111 840 0.023 0.470 1.787

-0.0755 0.2577 0.0177 84A 0.020 0.505 1.775

-0.0780 0.2577 0.0201 848 0.025 0.529!

1.728

-0.0647 0.2640 0.0350 87

-0.039 0.526 1.716

-0.0651 0.2640 0.0361 89

-0.475 0.436:

1.346

-0.0347 0.2640 0.0689 92

-0.654 0.418 1.193

-0.0192 0.2640 0.0825 94A

-0.724 0.414 1.134

-0.0163 0.2640 0.0877 94B 0.798 0.396 1.137

-0.0203 0.2290 0.1050 96

-0.849 0.372 1.189

-0.0203 0 2290 0.1112 98

-1.793 0.000 2.152

-0.0203 0.2290 0.0745 99

-2.122

-0.137 2.488

-0.0203 0 2290 0.1003 101

-2.169

-0.158 2.536

-0.0203 0.2290 0.1003 104 0.109 0.057 1.062

-0.0003 0.1660

-0.0112 105 0.111 0.084 1.062

-0.0003 0.1660 0.0166 106 0.115 0.138 1.062

-0.0003 0.1660

-0.0194 107 0.123 0.183 1.059

-0.0003 0.1660

-0.0194 108 0.154 0.134 1.033

-0.0003 0.1660

-0.0200 0

109 0.186 0.131 1.009 0.0003 0.1660

-0.0209 110A 0.205 0.130 0.995

-0.0003 0.1660

-0.0211 110B 0.229 0.135 0.979

-0.0003 0.1660

-0.0483 111 0.275 0.165 0.950

-0.0003 0.1660

-0.0484 113 0.036 0.057 0.943

-0.0001 0.1238

-0.0215 114 0.039 0.084 0.943

-0.0001 0.1238

-0.0315 115 0.049 0.145 0.943

-0.0001 0.1238

-0.0375 116 0.059 0.182 0.941 0.0001 0.1238 0.0375 117 0.089 0.138 0.920-

-0.0001 0.1238

-0.0379 118 0.128 0.132 0.899 0.0001 0.1238

-0.0386 119A 0.151 0.128 0.886

-0.0001 0.1238

-0.0388 1198 0.181 0.133 0.871 0.0001 0.1238

-0.0599 120 0.226 0.159 0.851

-0.0001 0.1238

-0.0599 123-

-0.015 0.057 0.824

-0.0002 0.0787

-0.0171 124

-0.013 0.084 0.824

-0.0002 0.0787

-0.0248 125

-0.005 0.145 0.824

-0.0002 0.0787

-0.0295 126 0.004 0.182 0.823 0.0002 0.0787

-0.0295 127 0.035 0.140 0.810 0.0002 0.0787

-0.0297 128 0.074 0.135 0.796

-0.0002 0.0787

-0.0302 129A 0.097 0.131 0.788 0.0002 0.0787

-0.0304 129B 0.127 0.138 0.778

-0.0002 0.0787

-0.0515 130 0.171 0.165 0.766 0.0002 0.0787 0.0515 132

-0.042 0.057 0.706 0.0001 0.0405

-0.0224 133

-0.038 0.083 0.706 0.0001 0.0405

-0.0323 134 0.028 0.145 0.706 0.0001 0.0405

-0.0384 O

135 0.018 0.182 0.706 0.0001 0.0405

-0.0384 136 0.012 0.138 0.699 0.0001 0.0405 0.0387 137 0.051 0.131 0.692 0.0001 0.0405 0.0394 138A 0.074 0.127 0.688 0.0001 0.0405 0.0396 138B 0.104 0.132 0.683 0.0001 0.0405

-0.0607

CAEPIPE 386 CR-SC Page 28 version 3.72 CR 5 W/ Bent MSH.27B, X CRW2 Y GRS Spectra Jul 27.96 D1solacements: Operating (W+Pl+T1)

Node X (1nch)

Y (1nch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 141

--0.051 0.056 0.588 0.0000 0.0113

-0.0217 142

-0.041 0.140 0.588 0.0000 0.0113

-0.0298 143 0.016 0.133 0.585 '

O.0000 0.0113

-0.0298 i

Loads on A..chors: Response spectrum i

Node X (lb)

Y (lb)

Z (lb)

XX(ft.lb)

YY(ft-lb)

ZZ(ft-lb) 1 3521 2350 5289 28837 6892 39369 58 2235 121 3341 1382 13774 144 720 112 4327 141 2931 1534 Leads on Hangers: Response spectrum Node Type Load (lb)

No.of Total (lb) 20 User hanger 520 1

520 23 User hanger 540 1

540 25 User hanger 595 1

595 29 User hanger 281 1

281 34 User hanger 113 1

113 40 User hanger 60 1

60 47 User hanger 21 1

21

.50 User hanger 29 1

29 55 User hanger 22 1

22 65 Rod Hanger 1667 1

1667 102 Rod Hanger 1249 1

1249 140 Rod Hanger 775 1

775 760 User hanger 57 1

57 840 User hanger 10 1

10 96 User hanger 88 1

88 1

98 Rod Hanger 80 1

80 Loads on Snubbers: Response spectrum Node Load (Ib)

X camp Y camp Z camp 27 5482 1.000 0.000 0.000 35 4079 1.125 0.000

-6.000 43 2691 0.000 1.000 0.000 4A 6208 0.000

-2.604 7.000 52 2843 0.000

-2.740 7.000 i

57 7803 1.000 0.000 0.000 i

59 5943 0.000

-2.870 7.000

) 70 2535 7.000

-3.021 0.000 82 377

-4.357 0.687 0.891 87 376 0.000 1.000 0.000 89 880 3.190

-2.206 4.577

~_

CAEPIPE 386 CR-5C Page 29 version 3.72 CR-5 W/ Bent MSH.27B. X CRW2 Y GRS Spectra Jul 27.96

[)

Leads on Snubbers: Response spectrta q j...........................................................................

Node Load (Ib)

X comp Y camp Z comp 99 266

-6.357 0.000

-3.570 Disolacements: Response spectrum Node X (inch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 3A 0.018 0.000 0.009 0.0023 0.0054 0.0144 3B 0.034 0.020 0.001 0.0523 0.0068 0.0232 6

0.041 0.130 0.000 0.0639 0.0031 0.0286 7

0.040 0.179 0.000 0.0655 0.0053 0.0312 14 0.025 0.292 0.000 0.0632 0.0127 0.0361 17A 0.021 0.313 0.000 0.0619 0.0135 0.0371 17B 0.001 0.423 0.022 0.0395 0.0201 0.0364 20 0.001 0.434 0.028 0.0368 0.0203 0.0363 23 0.000 0.540 0.088 0.0120 0.0134' O.0267 25 0.000 0.595 0.097 0.0319 0.0099 0.0096 27 0.000 0.594 0.090 0.0378 0.0130 0.0097 29 0.000 0.563 0.040 0.0638 0.0209 0.0197 31A 0.000 0.559 0.036 0.0657 0.0209 0.0202

/7 31B 0.024 0.431 0.012 0.0899 0.0176 0.0311

(,)

34 0.052 0.259 0.012 0.0916 0.0144 0.0316 35 0.066 0.156 0.012 0.0872 0.0104 0.0322 39A 0.069 0.130 0.012 0.0853 0.0092 0.0325 39B 0.023 0.050 0.060 0.0414 0.0138 0.0380 41A 0.023 0.050 0.060 0.0414 0.0138 0.0380 41B 0.001 0.028 0.066 0.0260 0.0285 0.0306 43 0.001 0.000 0.038 0.0252 0.0273 0.0266 44 0.001 0.029 0.011 0.0244 0.0179 0.0192 47 0.001 0.042 0.010 0.0240 0.0104 0.0144 50 0.000 0.058 0.020 0.0241 0.0054 0.0069 52 0.000 0.054 0.021 0.0245 0.0035 0.0085 55 0.000 0.032 0.014 0.0268 0.0047 0.0106 57 0.000 0.021 0.008 0.0284 0.0052 0.0090 58 0.000 0.019 0.007 0.0288 0.0052 0.0084 59 0.000 0.016 0.006 0.0294 0.0051 0.0080 61 0.000 0.012 0.007 0.0300 0.0046 0.0084 62 0.000 0.009 0.009 0.0301 0.0042 0.0086 64 0.000 0.002 0.010 0.0286 0.0023 0.0089 65 0.000 0.000 0.010 0.0274 0.0016 0.0090 67A 0.000 0.007 0.008 0.0220 0.0041 0.0094 67B 0.004 0.007 0.001 0.0052 0.0015 0.0105 70 0.001 0.002 0.001 0.0028 0.0017 0.0074 73 0.001 0.001 0.001 0.0017 0.0008 0.0055 102 0.001 0.000 0.001 0.0011 0.0005 0.0046 103 0.001 0.000 0.001 0.0001 0.0007 0.0023 l

112 0.000 0.000 0.001 0.0003 0.0009 0.0010 (V) 121 0.000 0.000 0.000 0.0002 0.0010 0.0000 122 0.000 0.000 0.000 0.0001 0.0009 0.0006 131 0.001 0.000 0.000 0.0000 0.0007 0.0014 140 0.001 0.000 0.000 0.0001 0.0002 0.0016 I

1

CAEPIPE 386 CR-SC Page 30 l

Version 3.72 CR-5 W/ Bent MSH-27B. X CRW2 Y GRS Spectra Jul 27.96 l

j l

3 Response spectrum (Q......................Di spl acements :

Node X (inch)

Y (1nch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 144 0.000 0.000 0.000 0.0000 0.0000 0.0000 700A 0.041 0.393 0.030 0.0664 0.0267 0.1738 700B 0.040 0.413 0.034 0.0667 0.0298 0.1890 710 0.040 0.417 0.035 0.0667 0.0299 0.1894 720A 0.042 0.424 0.037 0 0667 0.0301 0.1901 720B 0.044 0.438 0.040 0.0669 0.0319 0.1967 730 0.044 0.442 0.041 0.0669 0.0320 0.1968 740 0.044 0.473 0.045 0.0669 0.0320 0.1969 750 0.044 0.503 0.050 0.0669 0.0320 0.1967 760 0.044 0.565 0.061 0.0669 0.0321 0.1961 63 0.004 0.003 0.026 0.0301 0.0043 0.0086 74 0.003 0.001 0.002 0.0085 0.0453 0.0106 75 0.004 0.001 0.003 0.0161 0.0786 0.0172 76 0.005 0.001 0.004 0.0170 0.0823 0.0181 l

77 0.010 0.001 0.009 0.0170 0.0823 0.0181 78 0.005 0.002 0.005 0.0182 0.0850 0.0188 79 0.005 0.004 0.014 0.0296 0.1092 0.0263 80A 0.005 0.066 0.258 0.1061 0.2140 0.0506 808 0.011 0.073 0.275 0.1357 0.2303 0.0457 82 0.045 0.073 0.166 0.1806 0.2593 0.0615 840 0.075 0.073 0.081 0.2172 0.2770 0.0788 r~N 84A 0.088 0.073 0.046 0.2319 0.2835 0.0842 V

848 0.058 0.021 0.000 0.3954 0.3027 0.1018 87 0.043 0.000 0.000 0.4009 0.3045 0.1039 89 0.521 0.753 0.000 0.4803 0.3857 0.1698 l

92 0.794 1.079 0.000 0.4761 0.4093 0.1971 94A 0.901 1.203 0.000 0.4753 0.4078 0.2076 948 0.963 1.242 0.060 0.4619 0.3674 0.2371 96 0.963 1.187 0.143 0.4619 0.3606 0.2434 98 0,964 0.000 1.394 0.4619 0.2357 0.3063 99 0.964 0.453 1.717 0.4619 0.2164 0.3101 101 0.964 0.518 1.761 0.4619 0.2164 0.3101 104 0.006 0.000 0.000 0.0037 0.0019 0.0377 105 0.011 0.000 0.001 0.0049 0.0025 0.0501 106 0.024 0.000 0.002 0.0053 0.0029 0.0546 107 0.036 0.001 0.003 0.0053 0.0029 0.0546 108 0.024 0.010 0.002 0.0053 0.0030 0.0548 109 0.024 0.018 0.002 0.0053 0.0031 0.0553 110A 0.024 0.022 0.003 0.0053 0.0031 0.0554 110B 0.027 0.028 0.003 0.0054 0.0035 0.0572 111 0.036 0.037 0.004 0.0054 0.0035 0.0573 113 0.008 0.000 0.001 0.0038 0.0085 0.0566 114 0.017 0.000 0.001 0.0051 0.0123 0.0762 115 0.039 0.000 0.003 0.0057 0.0146 0.0843 116 0.054 0.002 0.003 0.0057 0.0146 0.0843 117 0.039 0.016 0.001 0.0057 0.0147 0.0845 118 0.039 0.030 0.003 0.0056 0.0150 0.0850 n

119A 0.039 0.039 0.005 0.0056 0.0151 0.0851 4

1198 0.044 0.050 0.007 0.0053 0.0158 0.0865 120 0.058 0.063 0.009 0.0053 0.0158 0.0866 123 0.006 0.000 0.000 0.0030 0.0018 0.0422 124 0.012 0.000 0.001 0.0039 0.0022 0.0565

CAEPIPE 386 CR.5C Page 31 version 3.72 CR-5 W/ Bent MSH-27B. X CRW2 Y GRS Spectra Jul 27,96

)

Displacements: Response spectrun Node X (1nch)

Y (inch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 126 0.040 0.001 0.003 0.0043 0.0025 0.0622 127 0.029 0.011 0.002 0.0043 0.0025 0.0623

-128 0.029 0.022 0.003 0.0043 0.0026 0.0626 129A 0.029 0.029 0.003 0.0043 0.0026 0.0628 129B 0.033 0.037 0.003 0.0043 0.0026 0.0638 130 0.043 0.047 0.004 0.0043 0.0026 0.0639 132 0.008 0.000 0.000 0.0026 0.0034 0.0513 133 0.015 0.000 0.001 0.0035 0.0048 0.0689 134 0.036 0.000 0.002 0.0038 0.0057 0.0761 135 0.049 0.001 0.002 0.0038 0.0057 0.0761 136 0.036 0.014 0.002 0.0038 0.0057 0.0763 137 0.036 0.027 0.002 0.0038 0.0058 0.0768 138A 0.036 0.035 0.003 0.0038 0.0059 0.0769 138B 0.040 0.045 0.004 0.0037 0.0061 0.0782 139 0.052 0.057 0.005 0.0037 0.0061 0.0783 141 0.007 0.000 0.001 0.0043 0.0027 0.0408 142 0.025 0.000 0.003 0.0050 0.0038 0.0486 143 0.025 0.013 0.004 0.0050 0.0038 0.0486 O

\\

i 1

1 Os

. -.. =..

. ~ _. _ - _ -

J GEPIPE 386

_ CR-5D Page 1 Version 3.72 CR-5 W/ Bent MSH-278. Z CRW2 Y GRS Spectra Jul 26.96 L

4O 1

]

4 1

CAEPIPE 4-version 3.72 i

b i

j Client F. P. C.

Project Evaluation of effect of bent rod hanger i

File Number S 96-0129 i

Report Number Attachment D 1

4 Model Name CR 50 1

Title CR-5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra l

Subtitle i

i Prepared by 11 Date:

k i

j D. L Jopling / 0 i

[ / ((

Checked by Date:

l C. G. Pugh I

l r

I

-i LO) i l

l

1 i

-CAEPIPE 386 CR-SD

-Pass 2 Version 3.72 CR.5 W/ Bent MSH.27B..Z CRW2 Y GRS Spectra Jul 26,%

y Piping code - B31.1 (1967)

Do not use liberal allowable stresses Exclude axial force in stress calculations Reference temperature - 70 (F)

Number of thermal cycles - 7000 i

Use modulus at reference temperature Include hanger stiffness Include Bourdon effect Do not use pressure correction for bend Pressure stress - PD / 4t Peak pressure factor - 1.00

)

Cut off frequency - 50 H2 Number of modes - 50 J

Inclede missing mass correction Do not use friction in dynamic analysis Vertical d rection - Y

1. Node Type DX(ft'in-) DY(ft'in") DZ(ft'1n") Mat Sec Load Data 1

1 From Anchor 2

3 Bend

-12'6" 1

1 1

'3 6

11.854 1

1 1

User hanger 4

7 3.583 1

1 1

T5 14 8.333 1

1 1

Snubber

/6 17 Bend 7.583 1

1 1

7 20 7*6" 1

1 1

User hanger 8

23 16.333 1

1 1

User hanger 9

25 18.792 1

1 1

User hanger 10 27 3.333 1

1 1

Snubber 11 29 14'5" 1

1 1

User hanger 12 31 Bend 7'0" 1

1 1

13 34 15'0" 1

1 1

User hanger 14 35 5*6" 1

1 1

Snubber 15 39 Bend 7'6" 1

1 1

16 40

-6'0" 1

1 1

User hanger 17 41 Bend

-3'0" 1

1 1

18 43 7*7 1/2" 1

1 1

Snubber 19 44 6.042 1

1 1

Snubber l

20 47 3.646 1

1 1

User hanger 21 50 18.583 1

1 1

User hanger i

22 52 4'0" 1

1 1

Snubber

)

l 23 55 12'9" 1

1 1

User hanger j

t 24 57 6*9 3/4" 1

1 1

Snubber 25 58 1.458 1

1 1

Anchor i

26 59 2'0" 1

1 1

Snubber 27 61 2.062 1

1 1

28 62 Valve I'll" 1

1 1

29 64 Valve 3'11" 1

1 1

65 0*9-3/4" 1

1 1

Rod hanger O.30 31 67 Bend 9'8" 1

1 1

)

J2 70 0.218

-12'6" 1

1 1

Snubber 93 73 0.069 4'0" 1

1 1

34 102 0.032 1.833 1

1 1

Rod hanger 35 103 0.091

-5.208 1

1 1

L.-

CAEPIPE 386,

CR-50 Page 3 version 3.72 CR-5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96 i Node Type DX(ft'in") DY(ft'in") DZ(ft'in") Mat Sec Load Data 36 112 0.044' 2.500 1

1 1

37 121 0.025

-1.458 1

1 1

Anchor 38 122 0.018

-1.042 1

1 1

l 39 131 0.044

-2.500 1

1 l'

40 -140 0.044

-2'6" 1

1 1

Rod hanger-41 144 0,218

-12.512 1

1 1

Anchor 42 7 From 43.700. Bend 8.964 1

2 2

44 710-0.320 0.320 1

2 2

45 720 Bend-0.320 0.320 1

2 2

l 46' 730 0'3 3/4" 1

2 2'

47 740 Valve O'9" 1

2 2

48 750 Valve O'9" 1

2 2

49 760 1.542 1

2 2

User hanger-50 62 From 51

63. Rigid 3'0" 2'5" 1

2 2

Conc mass 52 73 From.

53 74 1.416 1

2 2

54 75 Reducer 0.450 1

2 2

55 76 Valve 0.450 1

2 2

56 77 Rigid 1.458 1

2 2

Conc mass 57 76 From 58 78 Valve 0.450 1

2 2

59 79 Reducer -0.450 1

2 2

050 80 Bend

-7.600 1

2 2

21. 82 4.104 1

2 2

Snubber 62 840 2.042 1

2 2

User hanger 63 84 Bend l'6" 1

2 2

64 87'

-l'0" 1

2 2

Snubber 65 89

-7'10-1/2" 1 2

2 Snubber 66 92 3'3" 1

2 2

Snuboer 67 94 Bend

-2'0" 1-2 2

68 96 1.833 1

2 2

User hanger 69 98

-20.083 1

2 2

Rod hanger 70 99

-7'0" 1

2 2

Snubber 71 101

-1*0" 1

2 2

72 103 From 73 104 1.224 1

2 2

74 105 0*6-3/4" 1

2 2

Flange 75 106 Valve-1.177 1

2 2

76 107 Rigid 0.083 0.984 1

2 2

Conc mass 77 106 From 78 108: Valve 0.833 1

4 4

l 79 109 0.698 1

4 4

Flange 80 110. Bend 0*8" 1

4 4

81 111 1.002 1.002 1

4 4

Conc mass 82 112 From l

83 113 1.224 1

2 2

l 84 114 0 6-3/4" 1

2 2

Flange i

85 115. Valve

-1.344 1

2 2

}6 116 Rigid 0.083 0.817 1

2 2

Conc mass 17 115 From 88 117 Valve O'10-1/2" 1

3 3

89 118 0.833 1

3 3

Flange l

1

a 4

CAEPIPE 386 CR-5D Page 5 Version 3.72 CR 5 W/ Bent MSH.27B, Z CRW2 Y GRS Spectra Jul 26.96 g

Valves From To (ib)

X Wgt X (Ib)

(inch)

(inch)

(inch) 730 740 575 3.00 1.75 740 750 575

.3.00 1.75 75 76 0

3.00 1.75 1

76 78 0

3.00 1.75 l

105 106 0

3.00 1.75 106 103 0

3.00 1.75 114 115 0.

3.00 1.75 115 117 0

3.00 1.75 124 125 0

3.00 1.75 125 127 0

3.00 1.75 133 134 0

3.00 1.75 134

-136 0

3.00 1.75 141 142 0

3.00 1.75 Reducers j

From To (1nch)

(inch)

(inch)

(inch)

(deg) kles (inch) 78 79 3.5 0.28 6.625 0.28 0.00 s

Rigid Elements From To Weight (lb) 62 63 0

76 77 0

106 107 0

115 116 0

125 126 0

134 135 0

142 143 0

Anchors (ib/ inch)

(in-lb/deg)

Releases Node KX KY KZ KXX KYY.

KZZ X Y Z XXYYZZ 1

Rigid Rigid Rigid Rigid Rigid Rigid 58 1.1980E+5 Y

YYYY 121 Rigid Rigid Rigid YYY 144 Rigid Rigid Rigid Rigid Rigid Rigid Hangers p...........................................................................

G/

No. Load Short SpringRate Hangerload Load Node Type of var (%) Range (lb/ inch)

(lb) type 6

User hanger 1

1000 6670 Hot i

J

CAEPIPE 386 CR-50 Page 6 Version 3.72 CR-5 W/ Bent MSH 27B. Z CRW2 Y GRS Spectra Jul 26.96 Hangers t

No. Load Short SpringRate Hangerload Load Node Type of var (%) Range (lb/ inch)

(lb) type 23 User hanger 1

1000 4265 Hot 25 User hanger 1

1000 4800 Hot 29 User hanger 1

500 5520 Hot 34 User hanger 1

435 1990 Hot

-40 User hanger 1

1200 7130 Hot 47 User hanger 1

500 6465 Hot 50 User hanger 1

500 5250 Hot 55 User hanger 1

670 3340 Hot 65 Rod Hanger 1

102 Rod Hanger 1

140 Rod Hanger 1

760 User hanger 1

100 675 Hot 840 User hanger 1

140 670 Hot 96 User hanger 1

74 500 Hot 98 Rod Hanger 1

Snubbers Stiffness Direction 14 Rigid 1.000 27 Rigid 1.000 35 Rigid 1.125

-6.000 j

43 Rigid 1.000 1

44 Rigid

-2.604 7.000 52 Rigid

-2.740 7.000 57 Rigid 1.00'0 59 Rigid 2.870 7.000 70 Rigid 7.000

-3.021 82 Rigid

-4.357 0.687 0.891 87 Rigid 1.000 89 Rigid 3.190 2.206 4.577 92 Rigid 1.000 99 Rigid

-6.357

-3.570 Flanges Node Weight (lb)

Type 109 273 Weld neck l

114 164 Weld neck 118 454 Weld neck 124 164 Weld neck

. 127 454 Weld neck s. j 133 164 Weld neck 137 454 Weld neck

-p 4mw

+.J m

+44 ee 2.*-.--

.-5+.WJ-=-

-d-

--e 2

-a-.E.

mmAC A

A a

m_..Ao.w-4 hs,,

CAEPIPE 386 CR-50 Page 7 version 3.72 CR-5 W/ Bent-MSH 27B. Z CRW2 Y GRS Spectra Jul 26.96 Concentrated Masses

. Node.

(lb)

(1nch)

(inch)

(inch) 77 540 107 1257 111 44.50 116 1257 120 83 126 1257 130 83 135 1257 139 83 143' 1320 Pipe material 1: A106 Grade B' Density - 0.2800 (ib/in3). Nu - 0.300. Joint factor - 1.00. Type - CS Temp E

Alpha Allowable (F)

(psi)

(in/in/F)

(psi)

$ bb 29$bE+h b$bhkb kbbbb 1

70 27.9E+6 6.07E-6 15000 200 27.7E+6 6.38E-6 15000 300 27.4E+6 6.60E-6 15000 400 27.0E+6 6.82E-6

- 15000 500 26.4E+6 7.02E-6 15000 600 25.7E+6 7.23E-6 15000 650 25.3E+6 7.34E.6 15000 700 24.8E+6 7.44E-6 14350 750 24.8E+6 7.55E 6 12950 800 23.4E+6 7.65E-6 10800 Pipe Sections Nominal 0.0.

Thk Cor.Al M.Tol Ins. Dens Ins.Th Lin. Dens Lin.Th Name Dia.

Sch (inch) (inch) (inch) (!) (lb/ft3) (inch) (lb/ft3) (inch) 1 24" 60 24.0 0.968 0.0 0.0 2

6" STD 6.625 0.28 0.0 0.0 3

10" 60.10.75 0.5 0.0 0.0 4

8" STD 8.625 0.322 0.0 0.0

(.)v 1

i i

CAEPIPE 386 CR-SD Page 8 i

Version 3.72 CR-5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96 j

Loads

\\

l Acceleration load: X - 0.00. Y - 0.00. Z'- 0.00 (g's)

Acceleration load combination - Algebraic sum I

Wind veloc1ty - 0 (mph)

]

Shape factor - 0.60 Wind direction: X comp - 0.000. Y comp - 0.000. Z camp - 0.000 I

.Y spectrum: GRS.(fig 22)

Factor - 1.3300 Interpolation: 1: Linear 1:L1near j

1 Frequency Acceleration

)

(Hz)

(g's) j 0.700 0.065 3

1.000 Oc150 1.300 0.190 4

1.500 0.190 2.000 0.187 j

3.800 0.187 3

5.500 0.175 10.000 0.118 15.000 0.080 4

1 20.000 0.072 i

25.000 0.070 31.000 0.059 40.000 0.052 50.000 0.050 Z spectrum: CRW2 Factor - 2.0000 Interpolation: 1: Linear 1: Linear i

Frequency Acceleration (Hz)

(g's) 0.500 0.040 0.700 0.064 1.000 0.150 1.200 0.210 l

1.300 0.220 l

2.500 0.220 4

3.150 0.220 i

4.000' O.440 5.000 0.440 5.250 0.240 6.750.

'0.240 7.000 0.240 a

8.000.

0.240 i

10.000 0.250 12.500 0.250 13.000 0.240 j ;

14.000 0.440

] 14.500 0.440 18.000 0.440 20.000 0.180 e

22.000 0.180

~

l CAEPIPE 386 CR-5D Page 9 version 3.72 CR-5 W/ Bent MSH.27B. Z CRW2 Y GRS Spectra Jul 26.96 V

34.000 0.180 36.000 0.100 50.000 0.100 Mode sum - Closely spaced Direction sum - SRSS Number of tnermal loads - 1 Pipe Loads Load T1 P1 T2 P2 T3 P3 Specific Add.Wgt Wind Name (F) (psi)

(F) (psi)

(F) (psi) gravity (lb/ft) Load 2

600 1050 10.030 3

600 1050 16.800 4

600 1050 13.500 B31.1 (1967) Code Compliance (sorted stresses)

...... Sustained ------ ------ Expansion ------ ------ Occasional -----

l SL SE SL+50 SL+50/

Node (psi) SL/SH Node (psi) SE/SA Node (psi) 1.20SH l

75 10260 0.68 3B 12604 0.56 78 22477 1.25 78 10045 0.67 121 9071 0.40 112 17940 1.00 720B 9897 0.66 112 8629 0.38 75 16115 0.90 720A 9025 0.60 122 8340 0.37 131 15111 0.84 114 8586 0.57 103 7871 0.35 113 14822 0.82 112 8586 0.57 1

7084 0.31 122 14325 0.80 113 8586 0.57 3A 6990 0.31 140 13657 0.76 133 0582 0.57 131 6586 0.29 114 13394 0.74 131 S582 0.57 102 6292 0.28 84A 13326 0.74 132 8582 0.57 41A 6102 0.27 132 12937 0.72 140 8542 0.57 39B 5992 0.27 103 12823 0.71 l

141 8542 0.57 39A 5847 0.26 848 12797 0.71 l

124 8051 0.54 73 5736 0.25 123 12241 0.68 122 8051 0.54 43 5446 0.24 720B 12220 0.68 l

123 8051 0.54 44 4918 0.22 133 11941 0.66 i

74 7947 0.53 140 4832 0.21 720A 11658 0.65 73 7947 0.53 47 4599 0.20 141 11638 0.65 i

41A 7883 0.53 70 4522 0.20 124 11287 0.63 79 7842 0.52 144 3948 0.18 700A 11148 0.62 700B 7833 0.52 35 3873 0.17 104 11072 0.62 948 7747 0.52 17B 3576 0.16 79 10799 0.60 58 7728 0.52 67B 3480 0.15 7008 10759 0.60 57 7712 0.51 6

3173 0.14 105 10270 0.57 i

59 7667 0.51 31A 3154 0.14 948 10219 0.57 b])

/

61 7570' O.50 75 3135 0.14 80B 10182 0.57 17A 7567 0.50 50 3001 0.13 74 9297 0.52 730 7539 0.50 78 2988 0.13 840 9264 0.51 l

750 7533 0.50 52 2663 0.12 73 9256 0.51 l

98 7512 0.50 20 2454 0,11 17A 9253 0.51 t

J

_ _ _ = -

CAEPIPE 386 CR-5D Page 10 Version 3.72 CR 5 W/ Bent MSH 27B. Z CRW2 Y GRS Spectra Jul 26.96

-p B31.1 (1967) Code Compliance (sorted stresses).

4

...... Sustained - ----

--.-- Expansion --- -- - ---- Occasional -- --

SL SE SL+50 SL+SO/

Node (psi). SL/SH Node (psi) SE/SA Node (psi) 1.20SH 103 7500 0.50 29 2197 0.10 3B 9244 0.51

-104 7500 0.50 7

2175 0.10 87 9215 0.51 318 7457 0.50.

17A 1909 0.08 41A 9109 0.51 i

55 7402 0.49 55 1626 0.07 82 9093 0.51 39B 7374 0.49 31B 1551 0.07 31B 8977 0.50 108 7348 0.49 14 1222 0.05 25 8974 0.50 80B 7333 0.49 57 1134 0.05 3A 8895 0.49

'84A 7333 0.49 58 1043 0.05 80A 8893 0.49 14-7281 0.49 23 1034 0.05 23 8778 0.49 110A 7268 0.48 27 970 0.04 98 8644 0.48 67B 7260 0.48 59 868 0.04 27 8585 0.48 96 7231 0.48 74 780 0.03 1

8457 0.47 j

3A 7198 0.48 79 707 0.03 14 8437 0.47 110B 7157 0.48 84A 701 0.03 58 8398 0.47 102 7154 0.48 80B 701 0.03 59 8391 0.47 109 7140 0.48 25 698 0.03 96 8305 0.46 3B 7133 0.48 61 688 0.03 57 8280 0.46 17B 7121 0.47 720A 668 0.03 47 8264 0.46 89.

7102 0.47 848 660 0.03 730 8236 0.46 20 7096 0.47 700A 626 0.03 61 8233 0.46 1

52 7076 0.47 720B 600 0.03 44 8193 0.46 v

31A 7047 0.47 7008 549 0.02 710 8150 0.45

~

111 7031 0.47 67A 363 0.02 39B 8147 0.45 710 7012 0.47 80A 313 0.01 418 8046 0.45 29 6979 0.47 840 309 0.01 52 8019 0.45 47 6914 0.46 82 309 0.01 17B 7897 0.44 65 6844 0.46 87 288 0.01 39A 7889 0 44 34 6828 0.46 710 236 0.01 31A 7872 0.44 25 6820 0.45 730 195 0.01 67B 7787 0.43 23 6800 0.45 64 192 0.01 55 7744 0.43 1

6796 0.45 65 133 0.01 94A 7734 0.43 700A 6790 0.45 94B 125 0.01 65 7690 0.43 i

64 6712 0.45 89 121 0.01 50 7672 0.43 67A 6709 0.45 750 99 0.00 64 7660 0.43 840 6706-0.45 96 19 0.00 750 7651 0.43 82 6706 0.45 92 58 0.00 34 7651 0.43 50 6700 0.45 94A 54 0.00 43 7550 0.42 92 6684 0.45 104 0

0.00 29 7549 0.42 41B 6674 0.44 123 0

0.00 108 7540 0.42 44 6660 0.44 141 0

0.00 20 7534 0.42 94A-6658 0.44 105 0

0.00 35 7533 0.42 27 6648 0.44 124 0

0.00 102 7473 0.42 35 6626 0.44 132 0

0.00 110A 7453 0.41 144 6618 0.44 133 0

0.00 6

7447 0.41 43 6607 0.44 113 0

0.00 110B 7299 0.41 p

6 6607 0.44 114 0

0.00 109 7320 0.40 1 70 6601 0.44 117 0

0.00 67A 7220 0.40

. / 39A 6583 0.44 109 0

0.00 92 7198 0.40 80A 6567 0.44 98 0

0.00 111 7031 0.39 121 6563 0.44 108 0

0.00 70 6881 0.38

CAEPIPE 386 CR-50 Page 11 version 3.72 CR 5 W/ Bent MSH 278, Z CRW2 Y GRS Spectra Jul 26.96 O

---

Sustained.--...

B31.1 (1967) Code Compliance (sorted stresses)

-.- -- Expansion ------ - -- - Occasional ----

SL SE SL+SO SL+50/

Node (psi) SL/SH Node (psi) SE/SA Node (psi) 1.20SH 848 6346 0.42 1198 0

0.00 121 6698 0.37 87 6336 0.42 127 0

0.00 144 6670 0.37 99 6231 0.42 118 0

0.00 99 6242 0.35 101 6211 0.41 110A 0

0.00 117 6230 0.35 760 6211 0.41 101 0

0.00 760 6211 0.35 117 5921 0.39 760 0

0.00 101 6211 0.35 136 5921 0.39 129A 0

0.00 136 6125 0.34 119A 5809- 0.39 1298 0

0.00 119A 6043 0.34 138A 5809 0.39 110B 0

0.00 138A 5961 0.33 129A 5809 0.39 136 0

0.00 129A 5946 0.33 127 5806 0.39 137 0

0.00 127 5931 0.33 118 5738 0.38 128 0

0.00 119B 5878 0.33 128 5738 0.38 138A 0

0.00 118 5866 0.33 137 5738 0.38 111 0

0.00 138B 5822 0.32 1388 5720 0.38 99 0

0.00 137 5821 0.32 129B 5720 0.38 119A 0

0.00 128 5813 0.32 119B 5720 0.38 120 0

0.00 129B 5813 0.32 130 5644 0.38 130 0

0.00 139 5644 0.31 120 5644 0.38 1388 0

0.00 130 5644 0.31 139 5644 0.38 139 0

0.00 120 5644 0.31 O...........................................................................

B31.1 (1967) Code Compliance Press... Sustained --- --- Expansion -- - -- Occasional ---.

(psi)- SL SH SL/

SE SA SE/ SL+50 1.20SH SL+SO/

Node Allow (psi)

(ps1)

SH (psi) (psi)

SA (ps1) (psi) 1.20SH 3A 1250 6823 15000 0.45 6599 22500 0.29 7596 18000 0.42 3A 1050 7198 15000 0.48 6990 22500 0.31 8893 13000 0.49 38 1250 7133 15000 0.48 12604 22500 0.56 9:44 16000 0.51 38 1050 6793 15000 0.45 5809 22500 0.26 7755 18000 0.43 6

1250 6607 15000 0.44 3173 22500 0.14 7447 18000 0.41 6

1050 6607 15000 0.44 3173 22500 0.14 7447 18000 0.41 7

1250 6967 15000 0.46 2175 22500 0.10 7933 18000 0.44 7

1050.6967 15000 0.46 2167 22500 0.10 7932 18000 0.44 14 1250 7281 15000 0.49 1222 22500 0.05 8437 18000 0.47 14 1050 7281 15000 0.49 1222 22500 0.05 8437 18000 0.47 17A 1250 7275 15000 0.48 1529 22500 0.07 8494 18000 0.47 17A 1050 7567 15000 0.50 1909 22500 0.08 9253 18000 0.51 17B 1250 7121 15000 0.47 3576 22500 0.16 7897 18000 0.44 17B 1050 6952 15000 0.46 2588 22500 0.12 7513 18000 0.42 20 1250 7096 15000 0.47 2454 22500 0.11 7534 18000 0.42

CAEPlPE 386 CR-50 Page 12 version 3.72 CR 5 W/ Bent MSH 278. Z CRW2 Y GRS Spectra Jul 26.96 B31.1 (1967) Code Compliance n)

Press --- Sustained --- --- Expansion --- --- Occasional -- -

("

(ps1)

SL SH SL/

SE SA SE/ SL+50 1.20SH SL+SO/

Node Allow (psi) (ps1)

SH (psi)

(psi)

SA (psi) (ps1) 1.20SH hb kbbb hbhb kbbbb b kh hkbk hhbbb b kk hb35 kbbbb b $h 23 1250 6800 15000 0.45 1034 22500 0.05 8778 18000 0.49 23 1C50 6800 15000 0.45 1034 22500 0.05 8778 18000 0.49 25 1250 6820 15000 0.45 698 22500 0.03 8974 18000 0.50 25 1050 6820 15000 0.45' 698 22500 0.03 8974 18000 0.50 27 1250 6648 15000 0.44 970 22500 0.04 8585 18000 0.48 27 1050 6648 15000 0.44 970 22500 0.04 8585 18000 0.48 29 1250 6979 15000 0.47 2197 22500 0.10 7549 18000 0.42 29 1050 6979 15000 0.47 2197 22500 0.10 7549 18000 0.42 31A 1250 6898 15000 0.46 2283 22500 0.10 7495 18000 0.42 31A 1050 7047 15000 0.47 3154 22500 0.14 7872 18000 0.44 31B 1250 7457 15000 0.50 1551 22500 0.07 8977 18000 0.50 31B 1050 7194 15000 0.48 1386 22500 0.06 8295 18000 0.46 34 1250 6828 15000 0.46 2341 22500 0.10 7651 18000 0.43 O

34 1050 6828 15000 0.46 2341 22500 0.10 7651 18000 0.43 (V

35 1250 6626 15000 0.44 3873 22500 0.17 7533 18000 0.42 35 1050 6626 15000 0.44 3873 22500 0.17 7533 18000 0.42 39A 1250 6563 15000 0.44 4308 22500 0.19 7507 18000 0.42 39A 1050 6583 15000 0.44 5847 22500 0.26 7889 18000 0.44 398 1250 7374 15000 0.49 5992 22500 0.27 8147 18000 0.45 41A 1050 7883 15000 0.53 6102 22500 0.27 9109 18000 0.51 41B 1250 6674 15000 0.44 12838 22500 0.57 8046 18000 0.45 41B 1050 6584 15000 0.44 5852 22500 0.26 7209 18000 0.40 43 1250 6607 15000 0.44 5446 22500 0.24 7550 18000 0.42 43 1050 6607 15000 0.44 5446 22500 C.24 7550 18000 0.42 44 1250 6660 15000 0.44 4918 22500 0.22 8193 18000 0.46 44 1050 6660 15000 0.44 4918 22500 0.22 8193 18000 0.46 47 1250 6914 15000 0 46 4599 22500 0.20 8264 18000 0.46 47 1050 6914 15000 0.46 4599 22500 0.20 8264 18000 0.46 50 1250 6700 15000 0.45 3001 22500 0.13 7672 18000 0.43 50 1050 6700 15000 0.45 3001 22500 0.13 7672 18000 0.0 52 1250 7076 15000 0.47 2663 22500 0.12 8019 18000 0.45 52 1050 7076 15000 0.47 2663 22500 0.12 8019 18000 0.45 55 1250 7402 15000 0.49 1626 22500 0.07 7744 18000 0.43

CAEPIPE 386 CR-50 Page 13 Version 3.72 CR 5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96

,(O B31.1 (1967) Code Compliance

,j Press.

Susta1 red ---- - - Ecansion ----

-- Occasional ----

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (ps1) (ps1)

SH (ps1) (ps1)

SA (psi) (psi) 1.20SH 55 1050 7402 15000 0.49 1626 22500 0.07 7744 18000 0.43 57 1250 '7712-15000 0.51 1134 22500 0.05 8280 15000 0.46 57 1050 7712 15000 0.51 1134 22500 0.05 8280 18000 0.46 58 1250 7728 15000 0.52 1043 22500 0.05 8398 18000 0.47 58 1050 7728 15000 0.52 1043 22500 0.05 8398 18000 0.47 59 1250 7667 15000 0.51 868 22500 0.04 8391 18000 0.47 f

59 1050 7667 15000 0.51 868 22500 0.04 8391 18000 0.47 61 1250 7570 15000 0.50 688 22500 0.03 8233 18000 0.46 64 1050 6712 15000 0.45 192 22500 0.01 7660 18000 0.43 65 1250 6844 15000 0.46 133 22500 0.01 7690 18000 0.43 65 1050 6844 15000 0.46 133 22500 0.01 7690 18000 0.43 67A 1250 6653 15000 0.44 262 22500 0.01 7023 18000 0.39 67A 1050 6709 15000 0.45 363 22500 0.02 7220 18000 0.40 67B 1250 7260 15000 0.48 3480 22500 0.15 7787 18000 0.43 67B 1050 7052 15000 0.47 2518 22500 0.11 7434 18000 0.41 70 1250 6601 15000 0.44 4522 22500 0.20 6881 18000 0.38 70 1050 6601 15000 0.44 4522 22500 0.20 6881 18000 0.38 73 1250 6876 15000 0.46 5736 22500 0.25 7171 18000 0.40 1

l i

73 1050 6871 15000 0.46 5736 22500 0.25 7173 18000 0.40 102 1250 7154 15000 0.48 6292 22500 0.28 7473 18000 0.42 102 1050 7154 15000 0.48 6292 22500 0.28 7473 18000 0.42 103 1250 6537 15000 0.44 7871 22500 0.35 6704 18000 0.37 103 1050 6537 15000 0.44 7871 22500 0.35 6694 18000 0.37 112 1250 6551 15000 0.44 8629 22500 0.38 6695 18000 0.37 112 1050 6552 15000 0.44 8629 22500 0.38 6680 18000 0.37 121 1250 6561 15000 0.44 9071 22500 0.40 6697 18000 0.37 121 1050 6563 15000 0.44 9071 22500 0.40 6698 18000 0.37 122 1250 6563 15000 0.44 8340 22500 0.37 6683 18000 0.37 122 1050 6564 15000 0.44 8340 22500 0.37 6721 18000 0.37 131 1250 6592 15000 0.44 6586 22500 0.29 6700 18000 0.37 131 1050 6593 15000 0.44 6586 22500 0.29 6731 18000 0.37 1

l 140 1250 6622 15000 0.44 4832 22500 0.21 6709 18000 0.37 l

140 1050 6621 15000 0.44 4832 22500 0.21 6700 18000 0.37 144 1250 6618 15000 0.44 3948 22500 0.18 6670 18000 0.37

CAEPIPE 386 CR-50 Page 14-Version 3.72 CR-5 W/ Bent MSH 27B. Z CRW2 Y GRS Spectra Jul 26.96 4

j B31.1 (1967) Code Compliance 3

Press... Sustainec ---- --- Expansion ----

- Occasional..-.

l (ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+SO/

Node Allow (psi) (ps1)

SH (psi) (psi)

SA (psi)- (ps1) 1.20SH' h

kbbb[bbbbkbbbbkhk bbbbbbbbb$b4 b49bh[bbbb5$bb l

700A 1312 6467 15000 0.43 277 22500 0.01 8390 18000 0.47

{

700A-1050 6790 15000 0.45 626 22500 0.03 11148 18000 0.62 l

7008 1312 7833 15000 0.52 549 22500 0.02 10759 18000 0.60 700B 1050 6927 15000 0.46 242-22500 0.01 8218 18000 0.46 j

710 1312 7012 15000 0.47 236 22500 0.01 8150 18000 0.45 l

710 1050 7012 15000 0.47 236 22500 0.01 8150 18000 0.45 720A 1312 7159 15000 0.48 225 22500 0.01 8046 18000 0.45 i

1 720A 1050 9025 15000 0.60 668 22500 0.03 11658 18000 0.65 i

720B 1312 9397 15000 0.66 600 22500 0.03 12220 18000 0.68 i

720B 1050 7452 15000 0.50 202 22500 0.01 8235 18000 0.46 t

730 1312 7539 15000 0.50 195 22500 0.01 8236 18000 0.46 750 1050 7533 15000 0.50 99 22500 0.00 7651 18000 0.43 760 1312 6211 15000 0.41 0 22500 0.00 6211 18000 0.35 73 1050 7947.15000 0.53 780 22500 0.03 9256 18000 0.51 j

74 1312 7947 15000 0.53 780 22500 0.03 9297 18000 0.52 74 1050 7947 15000 0.53 780 22500 0.03 9297 18000 0.52 75 10260 15000 0.68 3135 22500 0.14 16115 18000 0.90 78 1050 10045 15000 0.67 2988 22500 0.13 22477 18000 1.25 79 7842 15000 0.52 707 22500 0.03 10799 18000 0.60 79 1050 7842 15000 0.52 707 22500 0.03 10798 18000 0.60 j

80A 1312 6368 15000 0.42 308 22500 0.01 7395 18000 0.41 80A 1050 6567 15000 0.44 313 22500 0.01 8893 18000 0.49 i

80B 1312 7333 15000 0.49 701 22500 0.03 10182 18000 0.57 80B 1050 6706 15000 0.45 309 22500 0.01 7964 18000 0.44 82 1312 6706 15000 0.45 309 22500 0.01 9093 18000 0.51 82 1050 6706 15000 0.45 309 22500 0.01 9093 18000 0.51 840 1312 6706 15000 0.45 309 22500 0.01 9264 18000 0.51 840 1050 6706 15000 0.45 309 22500 0.01 9264 18000 0.51 84A 1312 6706 15000 0.45 309 22500 0.01 9351 18000 0.52 84A 1050 7333 15000 0.49 701 22500 0.03 13326 18000 0.74 84B 1312 6346 15000 0.42 660 22500 0.03 12797 18000 0.71 84B 1050 6271 15000 0.42 293 22500 0.01 9118 18000 0.51 87 1312 6336 15000 0.42 288 22500 0.01 9215 18000 0.51

CAEPIPE 386 CR-5D Page 15 Version 3.72 CR-5 W/ Sent MSH-278, Z CRW2 Y GRS Spectra Jul 26.96 B31.1 (1967) Code Compliance Press... Sustained ---- --- Expansion ---- --- Occasional - -.

(

(ps1)

SL SH SL/

SE SA SE/ SL+SO 1.20$H SL+SO/

Node Allow (psi) (ps';

SH (ps1). (ps1)

SA (psi)

(psi) 1.20SH j

h7

[bbb hbbk 5bbbb b[4h hbb hhhbb h$b5 hh5h 5hbbb b[h5 89 1312 7102 15000 0.47 121 22500 0.01 9245 18000 0.51 89 1050 7102 15000~ 0.47 121 22500 0.01 9245 18000 0.51 92-1312 6684 15000 0.45 58 22500 0.00 7198 18000 0.40 92 1050 6684 15000 0.45 58 22500 0.00 7198 18000 0.40 94A 1312 6408 15000 0.43 42 22500 0.00 6883 18000 0.38 94A 1050 6658 15000 0.44 54 22500 0.00 7734 18000 0.43 94B 1312 7747 15000 0.52 125 22500 0.01 10219 18000 0.57 94B 1050 6889 15000 0.46 55 22500 0.00 7980 18000 0.44 I

96 1312 7231 15000 0.48 79 22500 0.00 8305 18000 0.46 96 1050 7231 15000 0.48 79 22500 0.00 8305 18000 0.46 I

98 1312 7512 15000 0.50 0 22500 0.00 8644 18000 0.48 98 1050 7512 15000 0.50 0 22500 0.00 8644 18000 0.48 99 1312 6231 15000 0.42 0 22500 0.00 6242 18000 0.35-O 99 1050 6231 15000 0.42 0 22500 0.00 6242 18000 0.35 t

101 1312 6211 15000 0.41 0 22500 0.00 6211 18000 0.35 103 1050 7500 15000 0.50 -

0 22500 0.00 12823 18000 0.71 104 1312 7500 15000 0.50 0 22500 0.00 11072 18000 0.62 104 1050 7500 15000 0.50 0 22500 0.00 11072 18000 0.62 105 1312 7500 15000 0.50 0 22500 0.00 10270 18000 0.57 108 1050 7348 15000 0.49 0 22500 0.00 7540 18000 0.42 109 1154 7140 15000 0.48 0 22500 0.00 7220 18000 0.40 109 1050 7140 15000 0.48 0 22500 0.00 7220 18000 0.40 110A 1154 7105 15000 0.47 0 22500 0.00 7163 18000 0.40 110A 1050 7268 15000 0.48 0 22500 0.00 7453 18000 0.41 110B 1154 7157 15000 0.48 0 22500 0.00

'/299 18000 0.41 110B 1050 7071 15000 0.47 0 22500 0.00 7115 18000 0.40 111 1154 7031 15000 0.47 0 22500 0.00 7031 18000 0.39 112 1050 8586 15000 0.57 0 22500 0.00 17940 18000 1.00 113 1312 8586 15000 0.57 0 22500 0.00 14822 18000 0.82 113-1050 8586 15000 0.57 0 22500 0.00 14822 18000 0.82 114 1312 8586 15000 0.57 0 22500 0.00 13394 18000 0.74 117 1050 59?1 15000 0.39 0 22500 0.00 6230 18000 0.35 118 1449 5738 15000 0.38 0 22500 0.00 5866 18000 0.33

i i

CAEPIPE 386 CR-50 Page 16 version 3.72 CR 5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96 B31.1-(1967) Code Compliance s

Press

-- Sustained...- -.. Expansion ----

- Occasional -..

. psi)

SL SH SL/

SE SA SE/ SL+SO 1.20SH SL+50/

(

Node Allow (psi) (psi)

SH (psi) (ps1)

SA (psi) (psi) 1.20SH kkb kbbb bhbb [bbbb b bb b bbbbb b bb bbb6 kbbbbb$bb j

119A 1449 5705 15000 0.38 0 22500 0.00 5790 18000 0.32 119A 1050 5809 15000 0.39 0 22500 0.00 6043 18000 0.34 l

1198 1449 5720 15000 0.3B 0 22500 0.00 5878 18000 0.33 i

119B 1050 5672 15000 0.38 0 i22500 0.00 5730 18000 0.32 j

120 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 i

i 122 1050 8051 15000 0.54 0 22500 0.00 14325 18000 0.80 123 1312 8051 15000 0.54 0 22500 0.00 12241 18000 0.68 1

123 1050 8051 15000 0.54 0 22500 0.00 12241 18000 0.68 j

124 1312 8051 15000 0.54 0 22500 0.00 11287 18000 0.63 I

127 1050 5806 15000 0.39 0 22500 0.00 5931 18000 0.33 128 1449 5738 15000 0.38 0 22500 0.00 5813 18000 0.32 128 1050 5738 15000 0.38 0 22500 0.00-5813 18000 0.32 129A 1449 5705 15000 0.38 0 22500 0.00 5755 18000 0.32 129A 1050 5809 15000 0.39 0 22500 0.00 5946 18000 0.33 129B 1449 5720 15000 0.38 0 22500 0.00 5813 18000 0.32 i

129B 1050 5672 15000 0.38 0 22500 0.00 5706 18000 0.32 130 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 q

131 1050 8582 15000 0.57 0 22500 0.00 15111 18000 0.84 132 1312 8582 15000 0.57 0 22500 0.00 12937 18000 0.72 132 1050 8582 15000 0.57 0 22500 0.00 12937 18000 0.72 l

133 1312 8582 15000 0.57 0 22500 0.00 11941 18000 0.66 136 1050 5921 15000 0.39 0 22500 0.00 6125 18000 0.34 137 1449 5738 15000 0.38 0 ' 22500 0.00 5821 18000 0.32 i

137 1050 5738 15000 0.38 0 22500 0.00 5821 18000 0.32 i

138A 1449 5705 15000 0.38 0 22500 0.00 5760 18000 0.32 i

i 138A 1050 5809 15000 0.39 0 22500 0.00 5961 18000 0.33 138B 1449 5720 15000 0.38 0 22500 0.00 5822 18000 0.32 1

2 138B 1050 5672 15000 0.38 0 22500 0.00 5709 18000 0.32 i

139 1449 5644 15000 0.38 0 22500 0.00 5644 18000 0.31 1

140 1050 8542 15000 0.57 0 22500 0.00 13657 18000 0.76 1

141 1312 8542 15000 0.57 0 22500 0.00 11638 18000 0.65 i

j

CAEPIPE 386 CR-5D Page 17 Version 3.72 CR 5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96 O-j-Loads on Anchors: Sustained (W+P) i

,\\>

Node X (lb)

Y (Ib)

Z (lb)

XX(ft lb)

YY(ft-lb)

ZZ(ft-lb) 1 114

-4288 0

-5671 4317

-7348 58 850 121 170

-5411

-4957 144 56

-1699

-0 3539 331

-867 Loads on Hangers: Sustained (W+P) j Node Type Load (lb)

No.of Total (1b) 6 User hanger

-6235 1

-6235 20 user hanger

-6131 1

-6131 23 User hanger

-4175 1

-4175 25 User hanger

-4734 1

-4734 29 User hanger

-5466 1

-5466 34 User hanger

-2060 1

-2060 40 User hanger

-7300 1

-7300 47 User hanger

-6407 1

-6407 50 User hanger

-5200 1

-5200 55 User hanger

-3313 1

-3313 65 Rod Hanger

-22912 1

-22912 102 Rod Hanger

-9787 1

-9787 140 Rod Hanger

-5968 1

5968

(~~)N 760 User hanger

-630 1

-630 C

840 User hanger

-718 1

-718 96 User hanger

-518 1

-518 98 Rod Hanger

-529 1

-529 Displacements: Sustained (W+P)

Node X (1nch)

Y (1nch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 3A

-0.005

-0.000 0.003

-0.0034 0.0034

-0.0048 3B

-0.008 0.007 0.008 0.0163 0.0040

-0.0125 6

0.001 0.041 0.008

-0.0200 0.0059

-0.0190 7

0.006 0.056 0.008

-0.0218 0.0066

-0.0215 14 0.018 0.103 0.008

-0.0331 0.0077

-0.0233 17A 0.021 0.115 0.008

-0.0356 0.0078

-0.0236 17B 0.032 0.149

-0.003

-0.0624 0.0097

-0.0254 20 0.032 0.141

-0.006

-0.0645 0.0098

-0.0270 23 0.032 0.031

-0.041

-0.0876 0.0106

-0.0354 25 0.032

-0.112

-0.084

-0.1142 0.0114

-0.0375 27 0.032

-0.139

-0.092

-0.1189 0.0116

-0.0389 29 0.032 0.261

-0.129

-0.1393 0.0123

-0.0436 i

31A 0.032

-0.270

-0.131 0.1407 0.0123

-0.0445 31B 0.048

-0.137

-0.147

-0.1659 0.0133

-0.0462 34 0.073 0.187

-0.147

-0.1762 0.0130

-0.0486 35 0.088 0.392

-0.147

-0.1789 0.0126

-0.0501

(

39A 0.092 0.448

-0.147

-0.1791 0.0124

-0.0505 v

39B 0.038 0.668 0.065

-0.1571 0.0084

-0.0561 41A 0.038 0.668 0.065

-0.1570 0.0084

-0.0561 41B 0.001 0.631 0.14,8

-0.1356 0.0151

-0.0605

CAEPIPE 386 CR-5D Page 18 version 3.72 CR-5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96 E

n...................... Displacements: Sustained (W+P)

Node X (inch)

Y (inch)

Z (1nch)

XX(ceg)

YY(deg)

ZZ(deg) f 44 0.001 0.496 0.116

-0.1181

-0.0134 0.0601 47 0.001-0.450 0.106

-0.1122 0.0128

-0.0620 50 0.002 0.211 0.062

-0.0817 0.0100

-0.0570 52 0.002 0.164 0.054

-0.'0751 0.0094

-0.0539 55 0.002 0.047 0.032

-0.0542 0.0074

-0.0318 57 0.002 0.012 0.022

-0.0430 0.0063

-0.0167 58 0.002 0.007 0.020

-0.0406 0.0061

--0.0131 59 0.002 0.003 0.017

-0.0373 0.0058

-0.0082 61 0.002 0.000 0.015 0.0340 0.0055

-0.0035 62 0.002

-0.001 0.013

-0.0331 0.0054

-0.0025 64 0.002

-0.001 0.008

-0.0315 0.0053 0.0005 65 0.002 0.000 0.008

-0.0301 0.0051 0.0003 67A 0.002

-0.001 0.004

-0.0240 0.0045

-0.0013 1

67B 0.001

-0.013

-0.000 0.0013 0.0005 0.0030 l

70

-0.001

-0.007 0.000 0.0060

-0.0001 0.0017 73

-0.001

-0.002

-0.000 0.0049

-0.0003 0.0008 102

-0.001 0.000

-0.000 0.0030 0.0003 0.0006 103

-0.000 0.000 0.000

-0.0003

-0.0003

-0.0001 112 0.000

-0.000

-0.000 0.0003

-0.0003

-0.0002 121-0.000 0.000 0.000

-0.0003

-0.0002 0.0000 122 0.000

-0.000 0.000

-0.0003

-0.0002

-0.0003 O

131 0.000 0.000 0.000 0.0001

-0.0001

-0.0008 140 0.000 0.000 0.000 0.0000 0.0000

-0.0010 144 0.000 0.000 0.000 0.0000 0.0000 0.0000 700A 0.006

-0.311

-0.004

-0.0218 0.0066 0.2826 700B 0.018

-0.341

-0.005

-0.0218 0.0066

-0.2681 4

710 0.024

-0.347

-0.006

-0.0218 0.0066

-0.2673 720A 0.034

-0.357

-0.007

-0.0218 0.0066

-0.2658 7208 0.042

-0.375

-0.008

-0.0218 0.0066

-0.2344 1

730 0.042

-0.381

-0.008

-0.0218 0.0066

-0.2333 740' O.042

-0.417

-0.009

-0.0218 0.0066

-0.2312 750 0.042

-0.453

-0.010

-0.0218 0.0066

-0.2290 l

760 0.042

-0.525

-0.013

-0.0218 0.0066

-0.2213 63 0.003 0.002

-0.007

-0.0331 0.0054

-0.0025 74 0.002

-0.002 0.001 0.0033

-0.0003

-0.0174 75 0.004

-0.002 0.001 0.0021

-0.0003

-0.0309 76 0.007

-0.002 0.002 0.0020

-0.0003

-0.0324 77 0.017

-0.002 0.002 0.0020

-0.0003

-0.0324 78 0.007 0.001 0.002 0.0018

-0.0003

-0.0338 79 0.007 0.005 0.002 0.0002

-0.0003

-0.0468 80A 0.007 0.116 0.001

-0.0100

-0.0003

-0.0924 80B 0.020-0.130

-0.001

-0.0153

-0.0026

-0.0719

~

82 0.066 0.130

-0.013

-0.0191

-0.0026

-0.0602 840 0.090 0.130

-0.022

-0.0215

-0.0026

-0.0531 84A 0.098 0.130

-0.025

-0.0223

.-0.0026

-0.0504 4

84B 0.105 0.126

-0.029

-0.0266 0.0044

-0.0342 1

-87 0.105 0.125

-0.029

-0.0265 0.0044

-0.0330

(

89 0.097 0.109

-0.029 0.0156 0.0044 0.0028 92 0.094 0.126

-0.029 0.0330 0.0044 0.0176 94A 0.093 0.136

-0.029 0.0362 0.0044 0.0233 94B 0.092 0.136

-0.028 0.0318 0.0044 0.0421 s

CAEPIPE 386 CR-SD Page 19 1

Version 3.72 CR-5 W/ Bent MSH 27B. Z CRW2 Y GRS Spectra Jul 26,96 Displacements: Susta1ned (W+P) j Node X (inch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 98 0.092 0.000 0.009 0.0318 0.0044 0.0181 j

99 0.092

-0.054

-0.003 0.0318 0.0044 0.0439 9

101 0.092

-0.063 0.002 0.0318 0.0044 0.0439 j

104 0.001 0.000

-0.000

-0.0003 0.0003

-0.0118 105 0.003

-0.000

-0.000

-0.0003 0.0003

-0.0172 106 0.008

-0.000

-0.000

-0.0003

-0.0003 0.0201 107 0.012

-0.000

-0.000

-0.0003

-0.0003

-0.0201 108 0.008 0.004

-0.000 0.0003

-0.0003

-0.0206 109 0.008

-0.007

-0.000

-0.0003

-0.0003

-0.0215 i

110A 0.008

-0.009

-0.000

-0.0003 0.0003

-0.0217 i

110B 0.009

-0.011

-0.000

-0.0003

-0.0003

-0.0235 111 0.013

-0.015

-0.000 0.0003

-0.0003

-0.0236 113 0.003

-0.000

-0.000

-0.0003

-0.0003

-0.0218

}

114 0.006

-0.000

-0.000

-0.0003

-0.0003 0.0317 115 0.016

-0.000

-0.000

-0.0003

-0.0003 0.0378 116 0.022

-0.001

-0.000

-0.0003

-0.0003

-0.0378 i

117 0.016 0.007

-0.000

-0.0003

-0.0003

-0.0382 118 0.016

-0.014

-0.000

-0.0003

-0.0003

-0.0389 i

3 a

119A 0.016

-0.018

-0.000

-0.0003

-0.0003

-0.0390 i

i 1198 0.018

-0.023

-0.000

-0.0003

-0.0003

-0.0401 j

120 0.024

-0.029

-0.000

-0.0003

-0.u003

-0.0402 i q

[ Q 123 0.002

-0.000

-0.000

-0.0003

-0.0002

-0.0171 124 0.005

-0.000

-0.000 0.0003

-0.0002 0.0248 i

1 125 0.012

-0.001

-0.000 0.0003

-0.0002

-0.0295 126 0.017

-0.001

-0.000

-0.0003 0.0002

-0.0295 i

127 0.012

-0.006

-0.000-

-0.0003

-0.0002

-0.0297 128 0.012

-0.011 0.000 0.0003

-0.0002

-0.0302 j

129A 0.012

-0.014

-0.000

-0.0003

-0.0002

-0.0304 j

129B 0.014

-0 018

-0.000

-0.0003

-0.0002 0.0315 i

130 0.019 0.023

-0.000 0.0003

-0.0002

-0.0316 4

{

132 0.003

-0.000 0.000 0.0001

-0.0001 0.0224 133 0.006

-0.001 0.000 0.0001

-0.0001

-0.0323 134 0.016

-0.001 0.000 0.0001

-0.0001

-0,0384 j

135 0.023

-0.001 0.000 0.0001

-0.0001

-0.0384 3

136 0.016

-0.008 0.000 0.0001

-0.0001

-0.0387 i

137 0.016

-0.015 0.000 0.0001

-0.0001

-0.0395 138A 0.016

-0.019 0.000 0.0001

-0.0001

-0.0396 i

138B 0.018

-0.024 0.000 0.0001

-0.0001

-0.0407

?

139 0.025

-0.030 0.000 0.0001

-0.0001

-0.0408 141 0.003

-0.000 0.000 0.0000 0.0000 0.0217 142 0.013

-0.000 0.000 0.0000 0.0000

-0.0298 4

143 0.013

-0.008 0.000 0.0000 0.0000 0.0298

}

Loads on Anchors: Expansion (T1)

Node X (lb)

Y (lb)

Z (lb)

XX(ft lb)

YY(ft-lb)

ZZ(ft-lb)

]

1 J1

-9755 1694

-2642

-13020

-209758

-90690

'l 58

-2015 121 32472

-759 1919 l

144

-22717 11 2642 43

-127553

-0 4

4 p

1 l

CAEPIPE 386 CR-5D Page 20 Version 3.72 CR-5 W/ Bent MSH.278, Z CRW2 Y GRS Spectra Jul 26.96 Loads on Hangers: Expansion (T1)

Node Type Load (lb)

No.of Total (lb) 6 User. hanger

-435 1

-435 20-User hanger

-119 1

119 23 User hanger

-90 1

-90 25 User hanger 66 1

-66

'29 User hanger

-54 1

-54 34 User hanger 70 1

70 40 User hanger 170 1

170 47 User hanger

-58 1

-58 50 User hanger

-50

,1

-50 55 User hanger 27 1

-27 65 Rod Hanger 778 1

778.

102 Rod Hanger 769 1

769 140 Rod Hanger 186 1

186 760 User hanger

-45 1

-45 840 User hanger 48 1

48 96 User hanger 18 1

18 98 Rod Hanger

-3 1

-3 Displacements: Expansion (TI)

Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) d 3A 0.039

-0.447 0.012

-0.0154

-0.1648

-0.0268 3B

-0.244

-0.562 0.172

-0.0579

-0.3760

-0.1030 6

-1.023

-0.435 0.589

-0.0767

-0.4533

-0.0802 7

-1.372 0.375 0.757

-0.0821

-0.4707

-0.0709 14

.2.211

-0.223 1.149

-0.0908

-0.4805

-0.0498 17A

-2.370

-0.193 1.224

-0.0919

-0.4775

-0.0458 17B

-2.653

-0.097 2.035

-0.1090

-0.3775

-0.0078

)

20

-2.583

-0.099 2.152

-0.1092

-0.3701

-0.0056 i

23

-1.815

-0.090 3.307

-0.1121

-0.3133 0.0075 25

-0.932

-0.066 4.499

-0.1154

-0.3033 0.0006 27 0.776

-0.067 4.712

-0.1160

-0.3078

-0.0030 29

-0.098

-0.107 5.693

-0.1185 0.3484

-0.0260 31A

-0.051

-0.113 5.766

-0.1187

-0.3526

-0.0280 31B

-0.282

-0.034 6.534

-0.1056

-0.4258

-0.0753 34

-1.084 0.162 6.957

-0.1015

-0.4141

-0.1036 35

-1.546 0.276 7.216

-0.0967

-0.3822

-0.1209 39A

-1.665 0.307 7.286

-0.0951

-0.3703

-0.1256 i

39B

-2.151 0.142 7.686

-0.0955

-0.1576

-0.0808 41A

-2.151 0.142 7.686

-0.0955

-0.1573

-0.0808 418

-2.056

-0.039 7.756

-0.0017 0.0564

-0.0448 43

-1.839

-0.075 7.675

-0.0018 0.1085

-0.0319 44

-1.555

-0.106 7.497

-0.0019 0.1711

-0.0174 47

-1.383

-0.116 7.353

-0.0020 0.2059

-0.0099 50

-0.510 0.100 6.253

-0.0023 0.3488 0.0141

-0.322

-0.087 5.951

-0.0024 0.3719 0.0163 p) ).52 g

55 0.277

-0.041 4.876

-0.0026 0.4278 0.0162

" w 57 0.597

-0.020 4.251

-0.0028 0.4465 0.0119 58 0.666 0.017 4.114

-0.0028 0.4495 0.0106 59 0.760

-0.013 3.924

-0.0028 0.4530 0.0088 l

CAEPIPE 386 CR-50 Page 21 Version 3.72 CR-5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96 O

....................... Displacements: Expansion (T1)

Node X (inch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 61 0.857 0.009 3.728

-0.0029 0.4559 0.0073 62 0.945

-0.007 3.545

-0.0029 0.4565 0.0070 64 1.125 0.001 3.170

-0.0029 0.4571 0.0066 65 1.163 0.000 3.092

-0.0029 0.4572 0.0063 67A 1.340 0.005 2.731

-0.0030 0.4565 0.0055 67B 1.122 0.006 1.910

-0.0031 0.3546 0.0029 70 0.664 0.002 1.591

-0.0022 0.3069 0.0022 73 0.426 0.000 1 399

-0.0014 0.2648 0.0017 102 0.330 0.000 1.311

-0.0009 0.2421 0.0014 103 0.108

-0.000 1.062 0.0001 0.1664 0.0006 112 0.033

-0.000 0.943 0.0002 0.1240 0.0002 121 0.000 0.000 0.874 0.0001 0.0975 0.0000 122 0.018 0.000 0.824 0.0001 0.0789 0.0000 131

-0.045 0.000 0.706 0.0000 0.0406 0,0000 140 0.054 0.000 0.588 0.0000 0.0113 0.0000 144 0.000 0.000 0.000 0.0000

-0.0001 0.0000 700A

-0.965

-0.466 1.610

-0.0821

-0.4707

-0.0352 7008

-0.938

-0.460 1.659

-0.0821

-0.4707

-0.0453 710

-0.933 0.456 1.667

-0.0821 0.4707

-0.0450 720A

-0.923

-0.450 1.681

-0.0821

-0.4707

-0.0446 7208

-0.905

-0.445 1.713

-0.0821

-0.4707 0.0158 730

-0.900 0.445 1.724

-0.0821

-0.4707

-0.0156 O

740

-0.866

-0.448 1.798

-0.0821

-0.4707

-0.0154 d

750

-0.831

-0.450 1.872

-0.0821

-0.4707

-0.0152 760

-0.759

-0.455 2.024

-0.0821

-0.4707

-0.0146 63 1.079 0.109 3.256

-0.0029 0.4565 0.0070 74 0.425 0.067 1.398

-0.0046 0.2648 0.0093 75 0.423 0.088 1.398

-0.0070 0.2648 0.0149 76 0.422 0.109 1.397

-0.0073 0.2648 0.0155 77 0.417 0.176 1.395

-0.0073 0.2648 0.0155 78 0.401 0.107 1.422

-0.0076 0.2648 0.0161 79 0.380 0.105 1.447

-0.0107 0.2648 0.0212 80A 0.058 0.059 1.827

-0.0310 0.2648 0.0381 80B 0.013 0.086 1.862

-0.0417 0.2602 0.0723 82

-0.037 0.244 1.830

-0.0493 0.2602 0.0713 840 0.067 0.340 1.808

-0.0540 0.2602 0.0707 84A

-0.078 0.375 1.800

-0.0557 0.2602 0.0705 84B

-0.130 0.403 1.757

-0.0381 0.25 %

0.0692 87

-0.144 0.401 1.745

-0.0386 0.25 %

0.0691 89

-0.572 0.327 1.375

-0.0503 0.25 %

0.0661 92

-0.749 0.292 1.222

-0.0522 0.2596 0.0649 94A

-0.817 0.278 1.163

-0.0525 0.25 %

0.0644 948

-0.891 0.260 1.165

-0.0521 0.2246 0.0628 96

-0.942 0.245 1.216

-0.0521 0.2246 0.0623 98

-1.886 0.000 2.161

-0.0521 0.2246 0.0564 99

-2.215

-0.083 2.490

-0.0521 0.2246 0.0564 101

-2.262

-0.095 2.537

-0.0521 0.2246 0.0564 104 0.108 0.057 1.062 0.0001 0.1664 0.0006 105 0.108 0.084 1.062 0.0001 0.1664 0.0006 106 0.108 0.138 1.062 0.0001 0.1664 0.0006 107 0.111 0.183 1.059 0.0001 0.1664 0.0006 108 0.146 0.138 1.033 0.0001 0.1664 0.0006

i CAEPIPE 386 CR-50 Page 22 version 3.72 CR.5 W/ Bent MSH-278, Z CRW2 Y GRS Spectra Jul 26.96 i

1 Displacements: Expansion (TI)

Node X (loch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) 109 0.179 0.138 1.009 0.0001 0.1664 0.0006 110A 0.197 0.138 0.995 0.0001 0.1664 0.0006 110B 0.220 0.146 0.979 0.0001 0.1664 0.0248 111 0.262 0.180 0.951 0.0001 0.1664 0.0248 113 0.033 0.057 0.943 0.0002 0.1240 0.0002 114 0.033 0.084 0.943 0.0002 0.1240 0.0002 115 0.033 0.146 0.943 0.0002 0.1240 0.0002 116 0.037 0.183 0.941 0.0002 0.1240 0.0002 117 0.073 0.146 0.920 0.0002 0.1240 0.0002 118 0.112 0.146 0.899 0.0002 0.1240 0.0002 i

119A 0.135 0.146 0.886 0.0002 0.1240 0.0002 119B 0.164 0.156 0.871 0.0002 0.1240 0.0197 l

120 0.202 0.189 0.851 0.0002 0.1240

-0.0197 123

-0.018 0.058 0.824 0.0001 0.0789 0.0000 124

-0.018 0,084 0.824 0.0001 0.0789 0.0000 125

-0.013 0.146 0.824 0.0001 0.0789 0.0000 126

-0.014 0.183 0.823 0.0001 0.0789 0.0000 127 0.023 0.146 0.810 0.0001 0.0789 0.0000 128 0.062 0.146 0.796 0.0001 0.0789 0.0000 l

129A 0.085 0-.146 0.788 0.0001 0.0789 0.0000 1298

.0.113 0.156 0.778 0.0001 0.0789 0.0200 130 0.152 0.188 0.766 0.0001 0.0789

-0.0200

/ ] 132

-0.045 0.058 0.706 0.0000 0.0406 0.0000

,; (/ 133 0.045 0.084 0.706 0.0000 0.0406 0.0000 134 0.045 0.146 0.706 0.0000 0.0406 0.0000 135 0.041 0.183 0.705 0,0000 0.0406 0.0000 136

-0.004 0.146 0.699 0.0000 0.0406 0.0000 137 0.035 0.146 0.692 0.0000 0.0406 0.0000 138A 0.058 0.146 0.687 0.0000 0.0406 0.0000 138B 0.086 0.156 0.682 0.0000 0.0406

-0.0200 139 0.125 0.188 0.676 0.0000 0.0406 0.0200 l

141 0.054 0.056 0.588 0.0000 0.0113 0.0000 142

-0.054 0.141 0.588 0.0000 0.0113 0.0000 i

143 0.004 0.141 0.585 0.0000 0.0113 0.0000 Loads on Anchors: Operating (W+Pl+T1)

I Node X (lb)

Y (lb)

Z (lb)

XX(ft-lb)

YY(ft-lb)

ZZ(ft-lb) 1

-9641

-2594

-2642

-18691

-205441

-98038 58

-1165' 121 32302

-6171

-3038 144

-22661 1711 2642 3581

-127221

-867 Loads on Hangers: Operating (W+Pl+T1)

{

Node Type Load (lb)

No.of Total (lb) 6 User hanger

-6670 1

6670 20 User hanger 6250 1

-6250 23 User hanger

-4265 1

-4265 25 User hanger

-4800 1

-4800

CAEPIPE 386 CR-50 Verston 3.72 CR.5 W/ B

...........................ent MSH 27B. Z CRW2-Y GRS Spectra Psge 23

.......................................Jul 26.96 Loads on H

............................. angers: Operating (W+Pl+T1)

O

.. Node...........................(.b)

Type Load l No.of Total (ib) 29 User hanger

-5520

~

1

-5520 34

. User hanger

-1990 1

-1990 I

.40 User nanger 7130 1

-7130 47 User hanger 6465 1

-6465 50 User hanger

-5250 1

-5250 55 User hanger

-3340 1

-3340 65 Rod Hanger

-22134 1

22134 102 Rod Hanger

-9018 1

-9018 140 Rod Hanger

-5782 1

-5782 760 User hanger

-675 1

-675 i

840 User hanger

-670.

1

-670 96 User hanger

-500 1

-500 R

98 Rod Hanger

........................... 532 1

-532 Displacements:...............................................

..................................... Operating (W+Pl+T1)

Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg)

' 3A

-0.044

-0.447 0.015

-0.0189

-0.1614

-0.0316 3B

-0.253

-0.555 0.180

-0.0742

-0.3720

-0.1156 6

-1.022

-0.394 0.597-

-0.0967

-0.4473 7

1.366

-0.319 0.765

-0.1040 0.4641

-0.0925.

'0.0991-

-14

-2.192

-0.120 1.157

-0.1240

-0.4728

-0.0731 1

17A

-2.349

-0.078 1.232

-0.1275

-0.4697 0.0694

(

17B.

-2.622 0.052 2.031

-0.1713

-0.3678

-0 0332 20

-2.551 0.042 2.146

-0.1737

-0 3603

-0.0326-23-

-1.784

-0.059 3.266

-0.1997

-0.3027

-0.0280 25

-0,901

-0.179 4.415

-0.2296

-0.2919

-0.0369 27

-0.744

-0.206 4.620

-0.2349

-0.2962

-0.0419 29

-0.066

-0.368 5.564 0.2578 0.3361

-0.0696 31A

-0.019 0.383 5.635

-0.2594

-0.3402

-0.0725 31B

-0.234

-0.172 6.386

-0.2715

-0.4125

-0.1215 34

-1.011 0.348 6.810 0.2778

-0.4011

-0.1522 35

-1.458 0.668 7.068 0.2756

-0.3696

-0.1710 39A

-1.573 0.755 7.139

-0.2742 0.3578

-0.1761 398 2.113 0.810 7.751

-0.2526

-0.1492

-0.1369

-41A

-2.113 0.810 7.751

-0 2525

-0.1489

-0.1369 418

-2.055 0.592 7.904

-0.1373 0.0714

-0.1053 43.

-1.837 0.497 7.809

-0.1298 0.1228

-0.0919 44

-1.553 0.390 7.614

-0.1200 0.1845

-0.0775 47

-1.382 0.334 7.459

-0.1141 0.2188

-0.0719 50

-0.508 0.111 6.315

-0.0840 0.3587

-0.0429 52

-0.320.

0.077 6.005

-0.0775 0.3813

-0.0376 55 0.279 0,006 4.907

-0.0568 0.4352

-0.0156 57 0.599

-0.009.

4.272

-0.0458 0.4528 0.0049 58 0.667 0.010 4.134

-0.0434 0.4556

-0.0025 59 0.761

-0.010 3.942

-0.0402 0.4588 0.0006

)61 0.858

-0.009 3.743

-0.0368 0.4614 0.0038 62 0.946

-0.007 3.558

-0.0360 0.4619 0.0045 i.

64 1.126

-0.002 3.178

-0.0344 0.4623 0.0070 I

65 1.165 0,000 3.100

-0.0331 0.4623 0.0067

l

)

l j

CAEPIPE 386 CR SD Page 24 Version 3.72 CR-5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96 l

'A Dis Operating (W+Pl+T1)

V....................... placements:

Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) l I

67A 1.342 0.004 2.735

-0.0269 0.4610 0.0042.

67B 1.121

-0.008 1.910

-0.0018 0.3551 0.0059 70 0.663

-0.005 1.591 0.0038 0.3068 0.0038 73 0.425

-0.001 1.399 0.0036 0.2645 0.0025 102 0.329 0.000 1.311 0.0022 0.2418 0.0020 103 0.108 0.000 1.062

-0.0003 0.1660 0.0006 112 0.033

-0.000 0.943

-0.0001 0.1238 0.0001 121 0.000 0.000 0.874

-0.0002 0.0973 0.0000 122

-0.018

-0.000 0.824

-0.0002 0.0787

-0.0003 131

-0.045 0.000 0.706 0.0001 0.0405

-0.0008 140 0 054 0.000 0.588 0.0000 0.0113

-0.0010 144 0.000 0.000 0.000 0.0000

-0.0001 0.0000 700A

-0.959

-0.776 1.606

-0.1040

-0.4641

-0.3178 7008

-0.920

-0.801 1.653

-0.1040

-0.4641 0.3134 710

-0.908

-0.803 1.661

-0.1040

-0.4641

-0.3124 720A

-0.889

-0.806 1.674

-0.1040

-0.4641

-0.3103 720B

-0.863

-0.820 1.705

-0.1040

-0.4641 0.2501 730 0.858

-0.826 1.715

-0.1040

-0.4641

-0.2490 740 0.824

.0.865 1.788

-0.1040

-0.4641

-0.2465 750

-0.790

-0.903 1.861

-0.1040

-0.4641 0.2442 760

-0.717

-0.980 2.011

-0.1040

-0.4641

-0.2359 I

63 1.082 0.106 3.249

-0.0360 0.4619 0.0045 O

74 0.426 0.065 1.399

-0.0013 0.2645

-0.0081 D

75 0.427 0.086 1.399

-0.0049 0.2645

-0.0160 76 0.429 0.107 1.399

-0.0053 0.2645

-0.0169 77 0.434 0.174 1.397

-0.0053 0.2645

-0.0169 78 0.408 0.108 1.424

-0.0058 0.2645

-0.0178 i

79 0.387 0.110 1.448

-0.0105 0.2645

-0.0256 80A 0.065 0.175 1.828

-0.0410 0.2645

-0.0543 80B 0.033 0.216 1.861

-0.0570 0.2577 0.0004 82 0.029 0.374 1.817

-0.0685 0.2577 0.0111 840 0.023 0.470 1.787

-0.0755 0.2577 0.0177 84A 0.020 0.505 1.775

-0.0780 0.2577 0.0201 84B

-0.025 0.529 1.728

-0.0647 0.2640 0.0350 87

-0.039 0.526 1.716

-0.0651 0.2640 0.0361 89

-0.475 0.436 1.346

-0.0347 0.2640 0.0689 92

-0.654 0.418 1.193

-0.0192 0.2640 0.0825 04A

-0.724 0.414 1.134

-0.0163 0.2640 0.0877 948

-0.798 0.396 1.137

-0.0203 0.2290 0.1050 96

-0.849 0.372 1.189

-0.0203 0.2290 0.1112 98

-1.793 0.000 2.152

-0.0203 0.2290 0.0745 99

-2.122

-0.137 2.488

-0.0203 0.2290 0.1003 i

101

-2.169

-0.158 2.536

-0.0203 0.2290 0.1003 104 0.109 0.057 1.062

-0.0003 0.1660

-0.0112 4

105 0.111 0.084 1.062

-0.0003 0.1660

-0.0166 106 0.115 0.138 1.062

-0.0003 0.1660

-0.0194 107 0.123 0.183 1.059

-0.0003 0.1660

-0.0194 108 0.154 0.134 1.033

-0.0003 0.1660

-0.0200 j 109 0.186 0.131 1.009

-0.0003 0.1660

-0.0209 s

110A 0.205 0.130 0.995

-0.0003 0.1660

-0.0211 110B 0.229 0.135 0.979

-0.0003 0.1660

-0.0483 111 0.275 0.165 0.950

-0.0003 0.1660

-0.0484

CAEPIPE 386 CR-50 Page 25 version 3.72 CR-5 W/ Bent MSH.27B. Z CRW2 Y GRS Spectra Jul 26.96 Displacements: Operating (W+Pl+T1)

O' Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 114 0.039 0.084 0.943 0.0001 0.1238 0.0315 115 0.049 0.145 0.943

-0.0001 0.1238

-0.0375 116 0.059 0.182 0.941

-0.0001 0.1238

-0.0375 117 0.089 0.138 0.920

-0.0001 0.1238 0.0379 118 0.128 0.132 0.899

-0.0001 0.1238

-0.0386 119A 0.151 0.128 0.886

-0.0001 0.1238

-0.0388 1198 0.181 0.133 0.871

-0.0001 0.1238

-0.0599 120 0.226 0.159 0.851

-0.0001 0.1238 0.0599 123

-0.015 0.057 0.824

-0.0002 0.0787

-0.0171 124

-0.013 0.084 0.824

-0.0002 0.0787

-0.0248 125

-0.005 0.145 0.824

-0.0002 0.0787

-0.0295 126 0.004 0.182 0.823 0.0002 0.0787

-0.0295 127 0.035 0.140 0.810

-0.0002 0.0787

-0.0297

)

128 0.074 0.135 0.796 0.0002 0.0787

-0.0302 j

129A 0.097 0.131 0 788

-0.0002 0.0787

-0.0304 129B 0.127 0.138 0.778

-0.0002 0.0787

-0.0515 l

130 0.171 0.165 0.766

-0.0002 0.0787

-0.0515 132

-0.042 0.057 0.706 0.0001 0.0405

-0.0224 133 0.038 0.083 0.706 0.0001 0.0405

-0.0323 134

-0.028 0.145 0.706 0.0001 0.0405 0.0384 135

-0.018 0.182 0.706 0.0001 0.0405

-0.0384 O

136 0.012 0.138 0.699 0.0001 0.0405

-0.0388 137 0.051 0.131 0.692 0.0001 0.0405

-0.0395 138A 0.074 0.127 0.688 0.0001 0.0405

-0.0396 138B 0.104 0.132 0.683 0.0001 0.0405

-0.0607 139 0.149 0.158 0.676 0.0001 0.0405

-0.0608 141

-0.051 0.056 0.588 0.0000 0.0113

-0.0217 142

-0.041 0.140 0.588 0.0000 0.0113

-0.0298 143 0.016 0.133 0.585 0.0000 0.0113

-0.0298 Loads on Anchors: Response spectrum Node X (1b)

Y (lb)

Z (lb)

XX(ft-lb)

YY(ft-lb)

ZZ(ft-lb) 1 4017 2441 5366 29188 10860 45067 58 4135 121 710 2374 6510 144 290 205 6977 661 1551 218 Loads on Hangers: Response spectrum Node Type Load (lb)

No.of Total (lb) 6 User hanger 131 1

131 20 User hanger 523 1

523 23 User hanger 540 1

540 25 User hanger 594 1

594 29 User hanger 282 1

282 34 User hanger 113 1

113 40 User hanger 89 1

89 47 User hanger 34 1

34

CAEPIPE 386 CR-5D Page 26 j

Version 3.72 CR-5 W/ Bent MSH-278. Z CRW2 Y GRS Spectra Jul 26.96 A.................... Loads on Hangers: Response spectrum y

Node Type Load (Ib)

No.of Total (lb) 55 User hanger 45 1

45 65 Rod Hanger 1453 1

1453 102 Rod Hanger 2223 1

2223 140 Rod Hanger 1665 1

1665 760 User hanger 58 1

58 840 User. hanger 9

1 9

96 User hanger 80 1

80 98 Rod Hanger 60 1

60 Loads on Snubbers: Response spectrum Node Load (lb)

X comp Y comp Z comp 27 4186 1.000 0.000 6.000 35 5841 1.125 0.000

-6.000 43 2967 0.000 1.000 0.000 i

44 6626 0.000

-2.604 1.000 52 3205 0.000

-2.740 7.000 57 3726 1.000 0.000 0.000 59 6306 0.000

-2.870 7.000 70 2385 7.000

-3.021 0.000 82 371

-4.357 0.687 0.891 x,

87 344 0.000 1.000 0.000 89 895.

.3.190

-2.206 4.577 92 635 0.000 0.000 1.000 99 271

-6.357 0.000

-3.570 Displacements: Response spectrum Node X (inch)

Y (inch)

Z (inch)

XX(deg)

YY(deg)

ZZ(deg) 3A 0.021 0.000 0.009 0.0023 0.0085 0.0163 3B 0.041 0.020 0.001 0.0529 0.0141 0.0258 6

0.061 0.131 0.000 0.0645 0.0094 0.0301 7

0.065 0.181 0.000 0.0661 0.0070 0.0324 14 0.054 0.295 0.000 0.0638 0.0156 0.0369 l

17A 0.049 0.316 0.000 0.0625 0.0184 0.0379 17B 0.001 0.425 0.068 0.0405 0.0687 0.0373 i

20 0.001 0.436 0.090 0.0380 0.0696 0.0372 23 0.000 0.540 0.301 0.0172 0.0421 0.0280 25 0.000 0.594 0.322 0.0364 0.0327 0.0133 27 0.000 0.594 0.295 0.0420 0.0454 0.0135 29 0.000 0.565 0.107 0.0678 0.0702 0.0240 31A 0.000 0.562 0.093 0.0697 0.0698 0.0247 31B 0.058 0.434 0.021 0.0928 0.0287 0.0410 34 0.096 0.260 0.021 0.0942 0.0174 0.0478 35 0,109 0.161 0.020 0.0894 0.0124 0.0526 39A 0.112 0,136 0.020 0.0873 0.0114 0.0540 39B 0.037 0.074 0.065 0.0420 0.0159 0.0612 l

CAEPIPE 386 CR-50 Page 27 version 3.72 CR.5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96 O..................... Displacements:

Response spectrum 1

Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(deg)

ZZ(deg) j 41A 0.037 0.074 0.065 0.0420 0.0159 0.0612 1

41B 0.001 0.042 0.069 0.0269 0.0319 0.0447 l

43 0.001 0.000 0.039 0.0260 0.0310 0.0401 44 0.001 0.046 0.017 0.0251 0.0218 0.0323 47 0.001 0.069 0.024 0.0247 0.0146 0.0269 i

50 0.001 0 115 0.044 0.0246 0.0058 0.0072 52 0.000 0.110 0.043 0.0251 0.0050 0.0111 55 0.000 0.068 0.027 0.0273 0.0083 0.0206 i

57 0.000 0.040 0.015 0.0290 0.0078 0.0188 58 0.000 0.035 0.013 0.0294 0.0074 0.0176 59 0.000 0.028 0.011 0.0300 0.0067 0.0162 j

61 0.000 0.021 0.011 0.0306 0.0057 0.0153 i

62 0.000 0.015 0.011 0.0308 0.0053 0.0152 64 0.000 0.003 0.011 0.0293 0.0037 0.0150 65 0.000 0.000 0.011 0.0281 0.0032 0.0148 67A 0.000 0.011 0.008 0.0228 0.0046 0.0139 67B 0.004 0.013 0.001 0.0077 0.0016 0.0117 70 0.002 0.004 0.001 0.0049 0.0017 0.0081

-73 0.002 0.001 0.001 0.0030 0.0009 0.0060 102 0.001 0.000 0.001 0.0020 0.0007 0.0049 103 0.001 0.001 0.001 0.0004 0.0008 0.0021 112 0.000 0.000 0.001 0.0008 0.0008 0.0008 O

121 0.000 0.000 0.001 0.0006 0.0007 0.0000 122 0.000 0.000 0.001 0.0006 0.0006 0.0001 131 0.000 0.000 0.001 0.0003 0.0004 0.0002 140 0.001 0.000 0.001 0.0003 0.0002 0.0002 144 0.000 0.000 0.000 0.0000 0.0000 0.0000 700A 0.065 0.400 0.385 0.0809 0.3425 0.1796 700B 0.065 0.420 0.428 0.0902 0.3812 0.1954 710 0.065 0.424 0.437 0.0903 0.3826 0.1959 720A 0.066 0.431 0.453 0.0904 0.3848 0.1965 720B 0.067 0.446 0.485 0.0960 0.4066 0.2036 730 0.067 0.450 0.494 0.0960 0.4072 0.2037 740 0.067 0.481 0.558 0.0960 0.4078 0.2037 750 0.067 0.513 0.622 0.0960 0.4080 0.2036 760 0.067 0.577 0.754 0.0960 0.4081 0.2030 63 0.008 0.005 0.027 0.0308 0.0053 0.0152 74 0.002 0.001 0.003 0.0123 0.0417 0.0095 75 0.003 0.001 0.004 0.0201 0.0723 0.0151 76 0.004 0.001 0.006 0.0210 0.0757 0.0159 77 0.009 0.001 0.012 0.0210 0.0757 0.0159 78 0.004 0.002 0.006 0.0217 0.0782 0.0167 79 0.004 0.004 0.014 0.0301 0.1004 0.0238 80A 0.004 0.060 0.237 0.0978 0.1960 0.0460 i

80B 0.010 0.067 0.252 0.1252 0.2103 0.0418 82 0.041 0.067 0.151 0.1658 0.2366 0.0561 1

840 0.069 0.067 0.074 0.1987 0.2527 0.0720 84A 0.080 0.067 0.042 0.2120 0.2586 0.0770 848 0.053 0.019 0.000 0.3599 0.2760 0.0931 87 0.040 0.000 0.000 0.3649 0.2777 0.0950 l

89 0.475 0.686 0.000 0.4381 0.3511 0.1546 92 0.723 0.983 0.000 0.4350 0.3735 0.1794

CAEPIPE 386 CR-5D Page 28 version 3.72 CR.5 W/ Bent MSH-27B. Z CRW2 Y GRS Spectra Jul 26.96 Node X (1nch)

Y (1nch)

Z (1nch)

XX(deg)

YY(de9)

ZZ(deg) 94A 0.820 1.097 0.000 0.4344 0,3724 0,1889 i

948 0.~877 1.132 0.055 0.4223 0.3358 0.2157 I

96 0.877 l'.083 0.131 0.4223 0.3296 0.2214 J

98 0.877 0.000 1.270 0.~4223 0.2150 0.2807 99 0.877 0.415 1.562 0.4223 0.1988 0.2846 101 0.877 0.475

.1.602 0.4223 0.1988 0.2846 104 0.002 0.001 0.006 0.0393 0.0087 0.0101 i

105-0.003 0.001 0.012 0.0521 0.0126 0.0137

)

106 0.006 0.001 0.025 0.0563 0.0147 0.0150 107 0.010 0.001 0.037 0.0563 0.0147 0.0150 108 0.006 0.003 0.028 0.0563 0.0150 0.0151 109 0.006 0.005 0.030 0.0565 0.0156 0.0152 110A 0.006 0.006 0.031 0.0566 0.0157 0.0153 I

110B 0.007 0.007 0.035 0.0573 0.0172 0.0158 j

111 0.010 0.010 0.048 0.0574 0.0173 0.0158 i

113 0.001 0.000 0.011 0.0711 0.0292 0.0064 1

114 0.002 0.000 0.021 0.0941 0.0425 0.0087 l

115 0.004 0.000 0.049 0.1021 0.0506 0.0097 i

116 0.006 0.000 0.067 0.1021 0.0506 0.0097 117 0.004 0.002 0.058 0.1021 0.0510 0.0097 4

118 0.004 0.004 0.066 0.1024 0.0518 0.0098 A

119A 0.004 0.005 0.072 0.1025 0.0520 0.0098 119B 0.005 0.006 0.083 0.1032 0.0538 0.0099 120 0.006 0.007 0.108 0.1033 0.0539 0.0100 123 0,001 0.000 0.007 0.0479 0.0145 0.0043 124 0.001 0.000 0.014 0.0634 0.0210 0.0057 125 0.003 0.000 0.033 0.0688 0.0249 0.0063 126 0.004 0.000 0.045 0.0688 0.0249 0.0063 127 0.003 0.001 0.038 0.0688 0.0251 0.0063 128 0.003 0.002 0.042 0.0690 0.0255 0.0063 129A 0.003 0.003 0.045 0.0691 0.0256 0.0064 129B 0.003 0.004 0.052 0.0696 0.0266 0.0065 130 0.004 0.005 0.067 0.0696 0.0267 0.0065 132 0.001 0.000 0.008 0.0494 0.0195 0.0062 133 0.002 0.000 0.015 0.0654 0.0283 0.0083 134 0.004 0.000 0.034 0.0710 0.0337 0.0092 135 0.006 0.000 0.047 0.0710 0.0337 0.0092 136 0.004 0.002 0.040 0.0710 0.0340 0.0092 137 0.004 0.003 0.046 0.0712 0.0346 0.0093 138A 0.004 0.004 0.050 0.0713 0.0347 0.0093 138B 0.005 0.006 0.058 0.0718 0.0358 0.0095 139 0.006 0.007 0.075 0.0719 0.0359 0.0095 141 0.001 0.000 0.006

'O.0365 0.0242 0.0058 142 0.004 0.000 0.021 0.0418 0.0336 0.0069 143 0.004 0.002 0.030 0.0418 0.0336 0.0069 O

J

PAGE NO.

1 ID:

G 5 T A A D - III Revision 20.0 Proprietary Program of RESEARCH ENGINEERS. Inc.

Date-JUL 20. 1996 Time-12: 4:25 USER ID:

• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • +.

i

1. STAAD PLANE FIND STRAIGHT ROD STIFFNESS '

2. INPUT WIDTH 72

3. UNIT INCHES KIP

4. JOINT COORDINATES

5. 1 0. O. 0.

2 60. O. O.

3 120. O. O.

6. MEMBER INCIDENCES 7.I12: 223 B. MEMBER PROPERTY AMERICAN

9. 1 2 PRI YD 2.

10. CONSTANTS

11. E STEEL ALL

12. POISSON STEEL ALL

,e

13. SUPPORTS

\\

14. 1 PINNED

15. LOAD 1 UNIT LOAD FOR STIFFNESS EVALUATION

16. JOINT LOAD

7. 3 FX 1.0

18. PERFORM ANALYSIS PRINT ALL PROBLEM STATISTICS NUMBER OF JOINTS / MEMBER + ELEMENTS / SUPPORTS -

3/

2/

1 i',RIGINAL/ FINAL BAND-WIDTH -

1/

1 YOTAL PRIMARY LOAD CASES

1. TOTAL DEGREES OF FREEDOM -

7 5IZE OF STIFFNESS MATRIX -

42 DOUBLE PREC. WORDS FEORD/ AVAIL. DISK SPACE - 12.00/ 295.0 MB, EXMEM - 1.02 MB ANALYSIS / CALCULATION

)

Doc 10

• S16 *0/29 m, S REV O

_ SHEET /

op__[

FIND STRAIGHT R00' STIFFNESS

-- PAGE NO.

2 ID:

,a

.0ADING 1

UNIT LOAD F R STIFFNESS EVALUATION JOINT LOAD - UNIT KIP INCH JOINT FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 3

1.00 0.00 0.00 0.00 0.00 0.00

• • • TOTAL APPLIED LOAD ( KIP INCH )

SUMMARY

(LOADING 1)

SUMMATION FORCE-X -

1.00 SUMMATION FORCE-Y -

0.00 SUMMATION FORCE-Z -

0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN-j J

MX-0.00 MY=

0.00 MZ-0.00

++ PROCESSING ELEMENT STIFFNESS MATRIX.

12: 4:29

++ PROCESSING GLOBAL STIFFNESS MATRIX.

12: 4:29

++ PROCESSING TRIANGULAR FACTORIZATION.

12: 4:29

• • • WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 3

DIRECTION - MZ PROBABLE CAUSE MODELING PROBLEM -0.4SSE-12 P~

12: 4:29.

' d + CALCULATING JOINT DISPLACEMENTS.

CALCULATING MEMBER FORCES.

12: 4:30

• • • TOTAL REACTION ( KIP INCH )

SUMMARY

i LOADING 1

SUM-X-

-1.00 SUM Y-0.00 SUM-Z-0.00 ANALYSIS / CALCULATION SUWATION OF MOMENTS AROUND ORIGIN-DOC ID # O *8/29 8

ATTe O

1 6

MX-0.00 MY-0.00 MZ-0.00 REV SHEET OF EXTERNAL AND INTERNAL JOINT LOAD SUMARY-l l

JT EXT FX/

EXT FY/

EXT FZ/

EXT MX/

EXT MY/

EXT MZ/

INT FX INT FY INT FZ INT MX INT MY INT MZ 1

0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 2

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 (q

e 3 1.00 0.00 0.00 0.00 0.00 0.00 y

-1.00 0.00 0.00 0.00 0.00 0.00

• • • • • • • • • • • • END OF DATA FROM INTERNAL STORAGE " = = " "

i i

w--e i4-w a ----

w..-

,._.-..m._-

19. LOAD LIST ALL 3O e

i O

ANALYSIS / CALCULATION ooc 10, D8-0/29 ATT

• E REV O

3 8

SHEET OF j

5

.i j

FIND STRAIGHT 000 STIFFiF.SS

-- PAGE NO.

3 ID:

20. PRINT SUPPORT REACTIONS

!O 4

i I

i; d

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l t

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a i

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ANALYSIS / CALCULATION l

l N6'929 ATT# 8 ooc 10 #

O SHEET Y OF d REV i

i10 4

I a

FIND STRAIGHT R00 STIFFNESS

.. PAGE NO.

4 ID:

IUPPORTREACTIONS-UNITKIP INCH STRUCTURE TYPE - PLANE JOINT LOAD FORCE-X FORCE.Y FORCE-Z MOM-X MOM-Y MOM Z 1

1

-1.00 0.00 0.00 0.00 0.00 0.00

• • • • • • • • • • • • • • END OF LATEST ANALYSIS RESULT **************

21. PRINT JOINT DISPLACEMENTS ALL a

i i

i!O 4

l I

I 1

4 4

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ANALYSIS / CALCULATION I

ooo io,f7( 0/2 7 ATT

• l 0

E 8

nev SHEET OF J

.t

FIND STRAIGHT R00 STIFFNESS

.. PAGE NO.

5 ID:

v ;0 INT DISPLACEMENT (INCH RADIANS)

STRUCTURE TYPE - PLANE JOINT LOAD X-TRANS Y.TRANS Z TRANS X.ROTAN Y-ROTAN Z ROTAN 1

1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2

1 0.00066 0.00000 0.00000 0.00000 0.00000 0.00000 3

1 0.00132 0.00000 0.00000 0.00000 0.00000 0.00000

• • • • • • • • • • • • • • END OF LATEST ANALYSIS RESULT **************

22. FINISH

• • • • • • • • • • • • • • • END OF STAAD.III ***************

• • • • DATE-JUL 20.1996 TIME-12: 4:30 ****

For questions on STAAD-III/ISDS contact:

RESEARCH ENGINEERS. Inc at Ph: (714) 974-2500 Fax: (714) 921 2543 6

9 ANALYSIS / CALCULATION O

Doc to a W/21 b~

ATT#

O 8

h g

REV SHEET OF

I PAGE N0.

1 ID:

p

$ T A A 0 - III Revision 20.0 Proprietary Program of RESEARCH ENGINEERS Inc.

Date-JUL 20, 1996 Time-12: 7:25

]

a USER ID:

1. STAAD PLANE FIND BENT ROD STIFFNESS

{

2. INPUT WIDTH 72

3. UNIT INCHES KIP

4. JOINT COORDINATES 5.10.O.0.

260.2.0. 3120.O.O.

6. MEMBER INCIDENCES I

7. 1 1 2: 223

8. MEMBER PROPERTY AMERICAN

9. 1 2 PRI YD 2.

10. CONSTANTS

11. E STEEL ALL

12. POISSON STEEL ALL 13, SUPPORTS O 14. 1 PINNED

15. LOAD 1 UNIT LOAD FOR STIFFNESS EVALUATION v

16. JOINT LOAD

17. 3 FX 1.0 4

18. PERFORM ANALYSIS PRINT ALL 4

PR0BLEM STATISTICS d

NUMBER OF JOINTS / MEMBER + ELEMENTS / SUPPORTS -

3/

2/

1 ORIGINAL / FINAL BAND-WIDTH -

1/

1 i

TOTAL PRIMARY LOAD CASES

1. TOTAL DEGREES OF FREEDOM -

7 j

SIZE OF STIFFNESS MATRIX -

42 DOUBLE PREC. WORDS REORD/ AVAIL. DISK' SPACE - 12.00/ 295.0 MB, EXMEM - 1.02 MB 1

i j

ANALYSIS / CALCULATION Doc 10

• I7(~0/ 2'I ATT #

F b

/

REV SHEET OF

.-.._~

FIND BENT ROD STIFFNESS

-- PAGE NO.

2 ID:

i

.0ADING 1

LNIT LOAD FOR STIFFt4ESS EVALUATION l

i i

l JOINT LOAD - UNIT KIP INCH

{

i 4

j JOINT FORCE X-FORCE-Y FORCE-Z MOM-x MOM-Y MOM-Z 3

1.00 0.00 0.00 0.00 0.00 0.00 l

• • • TOTAL APPLIED LOAD ( KIP INCH )

SUMMARY

(LOADING 1) l SUMMATION FORCE X -

1.00 SUMMATION FORCE-Y -

0.00 SUMMATION FORCE-Z -

0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN.

MX-0.00 MY-0.00 MZ-0.00

++ PROCESSING ELEMENT STIFFNESS MATRIX.

12: 7:26

++ PROCESSING GLOBAL STIFFNESS MATRIX.

12: 7.:26

++ PROCESSING TRIANGULAR FACTORIZATION, 12: 7:26

• • • WARNING - IMPROPER LOAD WILL CAUSE INSTABILITY AT JOINT 3

DIRECTION - MZ PROBABLE CAUSE MODELING PROBLEM 0.364E-11 O ++* CALCULATING JOINT DISPLACEMENTS.

12: 7:26 CALCULATING MEMBER FORCES.

12: 7:26 ANALYSIS / CALCULATION

• • • TOTAL REACTION ( KIP INCH )

SUMMARY

DOC 10#S78~O/2i ATT# 7 LOADING 1

SUM-X-

-1.00 SUM-Y-0.00 SUM-Z-0.00 l

SUM % TION OF MOMENTS AROUND ORIGIN-MX-0.00 MY-0.00 MZ-0.00 i

EXTERNAL AND INTERNAL JOINT LOAD Su MARY-JT EXT FX/

EXT FY/

EXT FZ/

EXT MX/

EXT MY/

EXT MZ/

INT FX INT FY INT FZ INT MX INT MY INT MZ 1

0.00 0.00 0.00 0.00 0.00 0.00 l

1.00 0.00 0.00 0.00 0.00 0.00 l

2 0.00 0.00 0.00 0.00 0.00 0.00 1

0.00 0.00 0.00 0.00 0.00 0.00 0,3 1.00 0.00 0.00 0.00 0.00 0.00

-1.00 0.00 0.00 0.00 0.00 0.00

• • • • • • • • • • • • END OF DATA FRCM INTERNAL STORAGE ************

i l

l if l

i

19. LOAD LIST ALL

.O i

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ANALYSIS / CALCULATION ooc to r 576-O/2 7 m,

f REV SHEET 3

8 op Og*,

FIND BENT R00 STIFFNESS PAGE NO.

3 ID:

20. PRINT SUPPORT REACTIONS O

h O

i ANALYSIS / CALCULATION O 00cto

• 576'8/2 7 ATT

• d REV_

_ SHEET OF O-

FIND BENT R00 STIFFNESS

.- PAGE NO.

4 ID:

.;UPPORT REACTICNS -UNIT KIP INCH STRUCTURE TYPE - PLANE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1

1

-1.00 0.00 0.00 0.00 0.00 0.00

• • • • • • • • • • • • • • END OF LATEST ANALYSIS RESULT **************

21' PRINT JOINT DISPLACEMENTS ALL O

d ANALYSIS / CALCULATION F

ooc io #SM-0/27 ATT#

b O

SHEET [

OF REV O

=.

FIND BENT R0D STIFFNESS

-. PAGE NO.

5 ID:

JOINT DISPLACEMENT (INCH RADIANS)

STRUCTURE TYPE = PLANE JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1

1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00527 2

1 0.00945 -0.26361 0.00000 0.00000 0.00000 -0.00264 3

1 0.00835 -0.31629 0.00000 0.00000 0.00000 0.00000

• • • • • • • • • • • • • • END OF LATEST ANALYSIS RESULT **************

1

(

22. FINISH 1

l l

• • • • • • • • • • • • • • • END OF STAAD-III ***************

• • • • DATE-JUL 20.1996 TIME-12: 7:26 ****

For questions on STAAD-Ill/ISDS. contact:

RESEARCH ENGINEERS. Inc at Ph: (714) 974-2500 Fax: (714) 921-2543 i

\\

1 1

l l

l ANALYSIS / CALCULATION

[

DOC 10# N 8*8/29 ATT#

8 8

REV SHEET OF

\\.

Attachment G i

Calc. S 96-0129 Comparison of Original CRS Analysis and Attachment A B C D Analyses Deadweight Thermal Seismic XY Seismic ZY l

(

NODE / SUPT #

CR-5 A&B C&D CR-5 A&B C&D CR-5 A

C CR-5 B

D 121/MSH-220 Fx

-20

-178

-170 32375 32486 32472 7276 3303 3341 1874 1083 710

[

Fy

-4630

-5688

-5411 36

-90

-759 822 949 1382 1892 1537 2374 Mz

-4534

-4393

-4957 80 588 1919 26282 12345 13774 5670 7635 6510 1

T 2727'

-22717~~

"~668

~679-720

~816-

~ 409

~ ~ ~ ~

~

144/MSA-18 Fx 14 62 56

-22796 2

290 i

Fy

-1743

-1703

-1699

~ ~ - 1

~~-1

~~^-11 '

~ '24~ ~ ~

~ ' '109' 112~

'304 199

~

l 205 Fz 2

-1 0

2660 2643 2642 3402 2772 4327 10898 8543 6977 l

Mx 3667 3554 3539

-2 5

43 94 107 141 1154 642 661 My 84 366 331

-136755

__127611

-127554 3958 26,88_

2931 1979 1551 Mz

-647

-867

-867 0

0 4

,. 2524 1461 1534 _

4824

_ 392 218

_336 4

MM W

Rigid Hangers 3890

__.-6070 850

-2597

_-2807_ _.-2015

_ _ _S154_

_2235_.

__9892 _

__5632 4135_

58/MSH-278 Fy 1345

~~ 5f

-1632

~887] 7 249'

~3060[

~1552

~ ~~ 53]

~

102/MSH-28 Fy

-8000-

-9479~

-9787 _ _21~~~

22 7

4358 2149 1667 5240 2842 65/MSH-216 Fy

-18616

-23422

-22912 1589 1714

__778__

_ 1453_

140/MSH-244 Fy

-5856

-5900

-5968

-8 21 186 244 661 775 2574 1552 1665 W

Springs 6/MSH-17 Fy

-6646

-6235

-6235 0

-435

-435 64 130 130 86 133 131 j

~

-119 24d] [521 520 _

]290'- ' '_ 524'

-523__

20/MSH-18 Fy

-5960

-6132

-6131 0

-118

~~

23/MSH-19 Fy

-4294

-4179

-4175 0

, _,_ -86} - ((-}96[_~

__p_

[ ] 542 { ] 540 '

]340 _

l_ '5'40]

- 0

^ 542 25/MSH-20 Fy

-4906

-4742

-4734 0]~_ ]58 ~~

~-66-~

435[ ~{

[595i

[470'[~ ' ~~~ j97

~ ~ 3]

5 59 l

_-4 7

-54

_ 264 283 281 286 284 282

_,29/MSH-21 Fy

-5192

-5473

_ 5466 0

Page 1

O O

O l

Attach...ent G Calc. S 96-0129

}

Comparison of Onginal CRS Analysis and Attachment A B C D Analyses

{

t Deadweight Ther7ma Seismic XY Seismic ZY NODE / SUPT #

CR-5 A&B C&D CR-5 A&B C&D CR-5 A

C CR-5 B

D t

34MSH-22 Fy

-5529

-2069

-2060 0

79 70 110 113 113 120 114 113 40MSH-23 Fy

-4057

-7325

-7300 ~

~ 195]_- _170]

-22

[ ~ ~56' ~ ~_ [ j0']

~~~52"~} []70~

']89]

0 47MSH-24 Fy

-5641

-6420

-6407 0

_-4 5 _

_ 28 _

__7_,,

_ 21 68 23 34

-58 1

50MSH-25 Fy

-5009

-5214

-5200 0

-36

-50 36 19 29 80 29 58 55MSH-26 Fy

-3149

-3326

-3313 0

-14

-27 14 10 22 28 14 45 E

EE Cnubbers E

E 14MSH-228 Fz 3358

~ 5752~

5669 7816 75~8T 7448 27MSH-229 Fx

_6004 5679 5482 4896 3697 4186

~35MSH-230~

Fr 3266

_4135

_4079[

_9806[

5977

_[841((

5 43MSH-231 Fy

[_~2MU] [3035]~

~2691~~

~ 806~' ~27'48

'2957~

3

~

44MSH-117 Fr

~ iO~~ ~~6152-

~T2 8~ ~

~ 5471~ ~ ~~6896

~6626 40 52MSH-119 Fr

-' 39E ] 5_845I ]28I3}

3

~

~

_]4' 4}8]

~~[3267

~ _ 05}

4 32 57MSH-232 Fx

_9668_

8121.

7_803 6420 4589 3726 59MSH-121 Fr

'2151 4782 5943 5730

~~10415 6306 70MSH-124 Fr

~569 178'9 2535' 1283 3764 ~

2585" Page 2

O O

O Attachment G f

Calc. S 96-0129 Comparison of Onginal CR5 Analysis and Attachment A B C D Analyses CR-5 X Yl l

A C

CR-5 Y Z B

D Total Combined Loads -

i

'(~

(+)

'(-)

[+)

(-)

~

NODE / SUPT #

(+)

(-)

(+) - ~~[-)~~

' ( +- ~

'(-)~

~ (+)'

)

)

~

l 121/MSH-220 Fx 39631 25079 35611 29005 35643 28961 34229 30481 33391 31225 33012 31592 l

Fy

-3772

-5416

-4829

-6727

-4788

-7552

-2702

-6486

-4241

-7315

-3796

-8544 1216

-10124

-9548 Mz 21828

-30736 8540

-16150 10736

-16812__

_3830 _ _-11440

_3472_

144/MSA-18 Fx

-22114

-23450

-21986

-23344

-21941

-23381

-21966

-23598

-22256

-23074

-22371

-22951 Fy

-1718

-1766

-1595

-1813

-1598

-1822

-1438

-2046

-1505

-1903

-1505

-1915 Fz 6060

-744 5414

-130 6969

-1685 13556

-8240 11185

-5901 9619

-4335 i

Mx 3759 3571 3666 3452~-

51 5 '

~ 741 ~

~781F ~551'1' '~42'01~~~

'2517~

~4 43

' 2321

(

3

~

~

My

-132713

-140629

-124557,-1255~j ]T4[9i

-~15015' '

[-~1i18'47 - ~ '4'1395 1Y5265' }i'~9224'

~~-12567I

-128774[

i 3

4 2

-1 Mz 1877

-3171 594

-2328 667

-2401

-311

-983

-475

-1259

-649

-1085 l

I Rigid Hangers i

58/MSH-278 Fy

-3513

-13821 2428

-5352 1070

-3400 1225

-18559 4170

-7094 2970

_-5300_

f 102/MSH-28 Fy

-6423

-9687

-8571

-10345

-7769

-10267

-4995

-11115

_-7906_ _.

_-6795_._-11241_

-11010 65/MSH-216 Fy

-12669

-21385

-19559

-23857

-20467

}2'3801_

- T787~ }55257

~~1'8M ~-54556~ ]2[d681._

[

7358'7]

^

1 2

7 20

-6108

-5218

-654I)~ -5007 ' 755I~

~~-329 ~

-8438

~~-4327

-7431

-4'117

-7447' 56 140/MSH-244 Fy i

Springs 6/MSH-17 Fy

-6582

-6710

-6540

-6800

-6540

-6800

-6560

-6732

-6537

-6803

-6539

-6801 j

]5774~ 3727[ ~ -6773~

f 20/MSH-18 Fy

-5716

-6204

-5729

-6I7T 75730-~

-6770-~

[-~5570-- --6250] ~~5726[

t 23/MSH-19 Fy

-3984

-4604

-3723

-4807

-3725

-4805

-3954

-4634

-3723

-4807

-3725

-4805 26/MSH-20 Fy

-4470

-5342

-4203

-5397

-4205

-5395

-4436

-5376

-4203

-5397

-4206

-5394 i

29sMSH-21 Fy

-4928

-5455-7523T~ 75805~ }5239~

'5801[_

--4906 [

-5478

_5236

-5804 f5238

-5802 Page 3

O O

O Attachment G Calc. S 96-0129

[

Comparison of Onginal CRS Analysis and Attachment A B C D Analyses l

CR-5 X Yl l

A C

CR-5 Y Z B

D Total Combined Loads

~~

NODE / SUPT #

(+)

(-)

(+)

(-)

(+)

(-)~-

(+)

j-)-~

({}] '--({ ]~~(i-) ]

(-) _

l 34MSH-22 Fy

-5419

-5639

-1877

-2103

-1877

-2103 5409

-5649

-1876

-2104

-1877

-2103 j

40MSH-23 Fy

-4035

-4079

-7074

-7186

-7070

-7190__ _

-4005._

-4109_ _ _. ___-7060..... _ _

__-7219.. _

I

-7200

_._-7041__

i

'-~[769] ]%i4j_^ {-5486' ~54F

'-6499-

[

_-5

~

~

47MSH-24 Fy

-5613 5669

-6448

-6482

-6444

-6486

~~5573 i

[- ~ '2 ' ]-5308~

~~ 529--~ -~5d8{ ~]~ S232T ~

~]-5579~

519~~

50/MSH-25 Fy

-4973

-5045

-5231

-5269~

-5221~~ ~~~5ff9-

-4 55MSH-26 Fy

-3035

-3163

-3330

-3350

-3318

-3362

-3121

-3177

-3326

-3354

-3295

-3385 s -

Snubbers

~

]5569 7 5T6~

75T1] ]7581 ~ ]48. [-7448-

~~~ 5i5~

7

~

7 14MSH-228 Fz 3358

-3358 5752

-5752 5669 27MSH-229 Fx 6004

-6004 5679

-5679 5482

-5482_._

4896

._ -3697_ _ _ _ _ _ _.

_. _-4186.. _

t 4186

-4896 3697_

35MSH-230 Fr 3266

-3266 4135

-4135 4079

-4079_

9806

__-9806 _

5977

__-5977_

_ 5,841

-5841 43MSH-231 Fy 2370

-2370 3038

-3038 2691

-2691 _

3606

-3606 2748

-2748 2967

-2967 44MSH-117 Fr 4010

-4010 6162

-6162 6208

-6208 5471 5471

_6896_ _ _-6896_ _ 6626 _ _-6626_

52MSH-119 Fr 3393

-3393 2849

-2849 2543

-284F

~ ~ ~4448- ~ ~4{48[ _ 3557 ] [3267[

3205- ]-3205-~

57MSH-232 Fx 9668

-9668 8121

-8121 7803

-7803 6420

-6420 4589

-4589 3726

-3726 59MSH-121 Fr 2151

-2151 4782

-4782 5943

-5943 573D~ ~-573d' ~104TS~

i5416~

6365~

_ -63d6__

~

~

70/MSH-124 Fr 569

-569 1789

-1789 2535

-2535 1283

-1283 3764

-3764 2385

-2385 Page 4

i p

CR-3 Piping Systems Which Contain Some Rod Hanger Type Supports LU The following Seismic Class I piping systems may contain rod type pipe hangers:

Reactor Building Spray (BS)

Makeup (MV) l Main Steam (MS)

Main Feedwater (FW)

Decay Heat Removal (DH)

]

Nuclear Services Closed Cycle Cooling (SW)

Emergency Feedwater (EF) l l

Decay Heat Closed Cycle Cooling (DC) l Chilled Water (CH)

Waste Disposal (WD) 1 Spent Fuel Cooling (SF)

Core Flooding (CF) l Circulating Water (CW) i

{

Condensate (CD) 1 i

j The B&W-analyzed Class I RCS piping does not contain rod hangers.

Almost all j

non-safety related piping will contain some rod hangers. Other non-Parsons Power analyzed piping also may contain rod hanger supported sections of pipe. FPC has not performed a system walkdown for this information request to specifically look for rod hangers. The piping code of record did not prevent the use of these type of pipe support.

i i

i 4

i

-