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| ML20199E896 | |
| Person / Time | |
|---|---|
| Site: | Peach Bottom  |
| Issue date: | 10/31/1997 |
| From: | Henrie D GENERAL ELECTRIC CO. |
| To: | |
| References | |
| RTR-REGGD-01.060, RTR-REGGD-1.060 NEDC-32790, NUDOCS 9802030001 | |
| Download: ML20199E896 (80) | |
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GENuclentEneryy YA5e?$$t$5 NEDC-32790 DRF B33-00293, Secdon 15 Class 2 October 1997 Peach Bottom 2 & 3 Recire Piping Reanalysis Uniform Support Motion (Reg. Guide 1.60 Free-Field . Motion and ASME Code Case N-411 Damping)
Prepared By D. K. Henrie
GENUrlF4R ENERGY Engineering and Licensing Consulting Senices 175 Cunner Avenue, San Jose, CA 95125 October 3,1997 cc: C. J. Lung dkh9734 P. B. Shah TO: L. J. Tilly FROM: D. K. Henrie
SUBJECT:
Peach Bottom 2 & 3 - Recirculation Piping Reanalysis, Uniform Support Motion, Selsmic Response Spectra Based on Regulatory Guide 1.60 Free-Field Eanhquake and ASME Code Case N-411 Damping.
REFERENCES:
(1) Design Record File No. DRF B33-00293, " Peach Bottom 2 & 3 Recirculation Zy.n;; kevised Response Spectra Analysis", September 1997.
(2) GE Document 383HA691, Rev. O," Seismic Analysis ofPeach Bottom 2 RPV and Internals", April 6,1972.
(3) GE Document GE NE 771-60-0994, Rev. 2, " Shroud Mechenical Program -
Peach Bottom 2 & 3 Seismic Analysis", June 1995.
(4) Bechtel Power Corporation SpeciScation 11187 G 14, " General Project Requirements for Seismic Design and Analysis ofEquipment and Equipment Supports for the Peach Bottom Atomic Power Station, Units 2 & 3, Philadelphia Electric Company", Rev, June 30,1982.
(5) Engineering Mechanics Research, Inc,3ngineering Computer Program SCOTH, "A Spectrum Compatible Time History Generation Computer Program", Version 3.0, March 1993.
(6) NEDE-30824, 84NED040, Class II, "ECP RINEX01 User's Manual",
November 1984.
PURPOSE This letter transmittal formally documents the Uniform Support Motion (USM) seismic response spectra which were utilized in the Peach Bottom 2 & 3 recirculation piping seismic re analysis.
Peeck Benens 2 & J . Recirculation Piping Seisnese Rennalysk input Motion Response Spectre Pnee1
As is indicated by the dates on the verification forms corresponding to each analytical phase required to generate the tecirculation piping USM seismic spectra, the verification of the piping seismic input was completed before the piping analysis was performed. This transmittal provides the formal documentation of the verified seismic input motion spectra used in the analysi:.
'ECIRCULATION PIPING RE ANALYSIS SEISMIC INPUT MOTION The seismic input motion spectra for the re analysis of the Peach Bottom 2 & 3 recirculation piping are given in Attachment A of this letter transmittal. The recirculation piping input motion provided in Attachment A is given in terms of North South, East West and Vertical components of Uniform Support Motion (USM) response spectra for the Peach Bottom 2 & 3 Design Earthquake (DE) and the Maximum Credible Earthquake (MCE) and is based on Regulatory Guide 1.60 free field motion and ASME Code Case N 411 damping. As is indicated below, the North South and East West spectra were generated from the North South and East West primary structure seismic models, respectively. Furthermore, as indicated in the figure titles in Attachment A, the DE corresponds to the Operating Basis Earthquake (OBE) and the MCE to the Safe Shutdown Earthquake (SSE).
BACKGROUND Site Seismic Licensine Deslan Basis Free Field Motion. As indicated in the Peach Bottom 2 &
3 Updated Final Safety Analysis Report (UFSAR), the site seismic licensing design basis is defined by the smoothed Housner free field spectra. From Subsection 2.5.3.6," Seismic Design Criteria", and Appendix C, " Structural Design Criteria" of the UFSAR, all Seismic Class I structures were designed in accordance with the Housner spectra provided in Figures C.3.1 and C.3.2 of Appendix A. Figure C.3.1 defines the free-field Design Earthquake (DE) with a Zero Period Acceleration (ZPA) equal to 0.05g and Figure C.3.2 the Maximum Credible Earthquake (MCE) with a ZPA equal to 0.12g. The DE cor,esponds to the Operating Basis Earthquake (OBE) and the MCE corresponds to the Safe Shutdown Earthquake (SSE).
For analytical purposes, the S69'E component of the July 12,1952 Taft, Califomia earthquake was selected to meet the requirements of Figures C.3.1 and C.3.2 for the purpose of generating floor response spectra required for seismic design adequacy evaluations of structures, piping and equipment. From Subsection C.3.3 on Page C.3-4 of Appendix C of the UFSAR,"the response spectrum spec (Medfor the site design earthquake and the response spectrum of the July 12,1952 Taft, California 569*E Earthquake normalizedfor the 5 percent design earthquake are compared in Figure C.3.12for 2 percent ofcrirical damping since only this value was used ft,r developingfloor spectrum curves." _
Also, from Page C.3-5, "To assure the aseismic integrity ofequipment, an earthquake time.
history is selected whose raw spectrum response curve is greater than or equal to the site design spectrum responst curve.
Peach Bonom 2 & 3. Recirculation Pipins Seismic Reanalysis input Motion Response Spectra Page 2
nis time history is applied at the base of the building to generate, at selected elevadons, additionaltime histories andspectrum response curves. Dest time histories and spectrum response curves are then utilited to assure the aseismic integrity of the equipment. Other seismic Class i structures wm slso dynamically analyzedfollowing the sameprocedure "
Recirculation Pinine Sele =tc Int,ut Motion Used in hintine A=Ims. The seismic input motion spectra for the seismic analysis of the existing replacement recirculation piping at Peach Bottom 2 & 3 was provided to GE by the Philadelphia Electric Company. The seltmic inpui spectra is contained la Reference 4 and corresponds to Elevation 135' 0" of the reactor buildir.g.
The reactor building spectra in Reference 4 was generated by bechtel by applying the Taft earthquake (described above) to a six node, mathematical, center line, beam element seismic model of the reactor building only'and the seismic acceleration time histories and corresponding amplified response spectra at the model nodes generated. De nuclear island, comprised of the RPV and intemals, biological shield wall and pedestal, was not represented in the analytical model. Consequently, the spectra presented in Reference 4 do not <iccount for the dynamic interaction between the reactor building and the nuclear island, in the center-of gravity approach utilized in many of the pipinF analyses performed for the earlier plants, the seismic response spectra corresponding to the center-of gravity of the primary structure supporting the piping system being analyzed is taken as the USM response spectra which is applied uniformly at all piping support locations in the piping seismic analyses.
For Peach Bottom 2 & 3, there are no recirculation piping support points on the reactor building.
Only the much sma'.ar diameter secondary RHR piping, which branches off from the recirculation piping, has suppons in the reactor building (i.e., at the drywell penetrations). One of the snubbers which supports the recirculation pump is attached to a radial beam which spans between the shield wali and the drywell. The elevation of the suppon location at the drywell end of the radial beam corresponds to Elevation 135'-0" of the reactor building.
Based on the foregoing, it is very clear that it was inappropriate to apply the Reference 4 spectra at Elevation 135"-0" of the reactor building in the USM response spectrum analysis of the replacement recirculation piping.
RECIRCULATION PIPING SEISMIC REANALYSIS The correct recirculation piping USM input response spectra, based on _the Housner free field input motion, were developed and applied to Loop B of the Peach Bottom 3 recirculation piping models. The technical basis for the generation of the USM spectra is as follows.
As discussed above, the Peach Bottom 2 & 3 site seismic licensing design basis free field input motion is def'med by Housner spectra given in Figures C.3.1 and C.3.2 in Appendix C of the UFSAR for the DE and for the MCE, respectively. Consequently, spectrum consistent synthetic feech Bonom 2 & 3. Recirculation Ppins Seismic Reanalysis input Motion Response Specae Page 3 1
time histories, scaled to the required ZPA levels for the horizontal and venical components of the -
DE and the MCE, were generated based on the Figures C.3.1 and C.3.2 Housner spectra. The required ZPA values are:
Design Earthquake (DE):
HorizontalZPA = 0.053 - (1)
Venical ZPA = (2/3) 0.05g = 0.033g (2)
Maxisnum Credible Earthquake (MCE):
HorizontalZPA = 0.123 (3)
VerticalZPA = (2/3) 0.12g = 0.08g (4)
'The Housner synthetic time histories were then applied to the Peach Bottom 2 & 3 primary structure North South and East-West seismic models and the response spectra at the recirculation piping individual suppon locations generated for both the DE and the MCE Because the Peach
' B ottom 2 & 3 primary structure seismic model venical fundamental frequency is beyond the venical seismic free field input motion ZPA frequency, the venical primary structure model is rigid with respect to the venical seismic free field input motion. Consequently, there is no amplification of the seismic venical free field motion through the primary structure. It then follows that the vertical input motion to each of the recirculation piping individual vertical supports is equal to the vertical free field motion.
The input motions at the recirculation individ al were then enveloped and applied as USM to the recirculation piping. Many of the piping responses exceeded the ASME Code allowable values.
The greatest exceedance was by a factor of 3.13. Consequently, us!E the correct input motion for the recirculation piping and the current analytical methodology contained in the Peach Bottom 2 & 3 USFAR, it was not possible to demonstrate the seismic design adequacy of the recirculation piping to the Peach Bottom 2 & 3 site licensing design basis seismic input motion.
Also,it is noted that the overload margins would be much greater if the correct USM piping input spectra had been generated based on the Taft earthquake. This is due to the fact that free-field spectra from the Taft earthquake envelop the Housner free field spectra, as is illustrated in Figure C.3.12 of the Peach Botro n 2 & 3 UFSAR.
In order ko derbonstrate the seismic design uncy of the recire lation piping, as currently installed at Peach Bottom 2 & 3, to the site specific licensing design basis seismic input motion, it was necessary to apply the Regulatory Guide 1.60 seismic free-field input motion in conjunction with the methodology contained in the US NRC Standard Review Plan (SRP),
Sections 3.7.1,3.7.2 and 3.7.3 and in Regulatory Guides 1.92,1,122 as well as ASME Code Case resen see.= 2 4 3 ans=missen reine ses:=se meanstysse sayw ms anp n= spues rare 4
N-411 damping. This approach was acceptable to the NRC staff. Also, because of GE's high confidence (and the technical basis for that high confidence level) that the piping responses calculated using inis approach would be within the ASME Code allowable, the NRC allowed both ursts to remain in operation while the actual piping analyses were being performed.
The activities described below were completed to generate tb appropriate seismic input motions required for the seismic reanalysis of the Peach Bottom 2 & 3 recirculation piping:
Peach Bottom 2 & 3 Prl==ry Structure Sel==le Modd. A sketch applicable to both the l
Peach Bottom 2 & 3 North South and East West primary stmeture seismic models is given in Figure El of Attachment E to this letter. The Eigen Summary Tables for the North South and the East West models are given in Tables El and E2, respectively. The eigenanalysis input geometries for the North South and F.ast West primary structures are also provided in Attachment E The Peach Bottom 2 & 3 North South and East-West primary structure seismic models were originally developed in 1972, Reference 2, and reconstituted for the Reference 3 Peach Bottom 2
& 3 shroud repair program which was completed in 1995. Because the seismic spectra at Elevation 135'-00" of the reactor building were inappropriately used for the seismic design adequacy evaluation of the replacement recirculation piping in 1984, for the current evaluation it was necessary to generate the appropriate seismic input spectra to the recirculation piping based on the Housner site licensing design basis seismic free-field input motion. Consequently, the Housner spectrum consistent synthetic time histories, developed for the Peach Bottom 2 & 3 shroud repair program, were applied to the primary stmeture seismic model and the piping seismic input spectra generated. However, as indicated above, when the Housner-based spectra were applied to the recirculation piping analytical models, the piping responses exceeded ASME Code allowables by up to a factor of 3.13.
Subsequently, the primary stmeture models were again applied to generate recirculation piping input spectra based on the Regulatory Guide 1.60 seismic free ficld input motion appropriately scaled for the Peach Bottom 2 & 3 peak ground accelerationt In this analysis the GESSAR spectrum consistent synthetic time histories were applied to the primary structure model. The piping responses, based on the GESSAR synthetic time histories, ASME Code Case N-411 damping, and the corresponding analytical methodology currently acceptable to the US NRC, exceeded the corresponding ASME Code allowables by up to 13%.
The primary stmeture seismic modes were applied a third time in order to remove additiond conservatism in the recirculation piping seismic input motion spectra. Regulatory Guide 1.60 spectrum consistent synthetic time histories were regenerated based on the SCOTH methodology, using the Engineering Computer Code (ECP) SCOTH (Reference 5). The resulting synt!. etic time histories were applied to the primary structure model and the recirculation piping seismic input motion generated. The resulting recirculation piping responses for Loops A and B of Units 2 and 3, based on the SCOTH synthetic time histories, ASME Code Case N-411 damping, and the corresponding analytical methodology currently acceptable to the US hTC, were all within the ASME Cod: allowables.
I Poeck Benene 2 & 3. Recirculaden Piping Seisneic Resnalysitinput Monon Response Spectra Page5
i n c u- i.e. e ' '- Free-Fi-id M ' he Regulator Guide 1.60 free field spectrum consistent synthetic time history plots (North South, East-West and Vertical) based on the SCOTH methodology and normallred to 3 a 1.0 ZPA are provided in Figures D4, DIO and D16, respectively, of Attachment D. Corresponding disple. cement and velocity time history plots are also provided in Attachment D. Spectral plots, which compare the Regulatory Guide 1.60 source spectra with conesponding spectra generated from the synthet!c time histories for oscillator damping values of 0.5%,2.0% and 7.0%, are also provided.
n==. C- '4= 1.60. D=h i --*-'la= 7 ' m ISM e - *- n m--- Sr.K&=. The SCOTH generated, Regulatory Guide 1.60 spectrum consistent, synthetic time histories were applied to the Peach Bottom 2 & 3 primary stmeture seismic models and the seismic input motions at the recirculation piping individual support locations generated. De recirculation piping ISM generated unbroadened and broadened (i 15%) spectra are provided in Attachment C for the DE and the MCE. All spectra are provided at 2.0%,3.0% and 5.0% oscillator damping. Spectra are provided for the North South, East West and Vertical directions, n.=. G- '4= 1.60. Reckc- ta= ? ' . USM E '- -n- --
Sr,a&=. De enveloped components of the North South, East West and Vertical recirculation piping ISM spectra presented in Attachment C are provided in Attachment B for the unbroadened curves at 2.0%,
3.0% and 5.0% oscillator damping.
n==. C 'de 1.60. Rec =8-**== 7
- Cad- C== N 411 E- ' = USM Seismic Resnonne Sh The ASME Code Case N-411 spectral accelerations correspanding to the enveloped spectra presented in Attachment B are given by the spectral curves provided in Attachment A for the North South, East West and Vertical directions for both the DE and the MCE. The spectral accelerations contained in these curves were generated at the recirculation piping natural frequencies using the GE Engineering Computer Program RINEX03 (Reference 6). The Attachment A spectra were utilind in the final Peach Bottom 2 & 3 recirculation piping seismic reanalysis.
If there are any questions, on ifI can be of additional help, please call me at (408) 925 5964 or page me at (408) 932 3194, g/
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D.K. Herfrie, Principal Engmeer Engineering and Licensing Consulting Services Verified by: ; /Iniz IA/_ [1.
P.' B'. Shah, Senior Engineer Enda~dng and Licensing Consulting Services
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NEDC 32790 ATTACHMENT "A" PECO Energy Company Peach Bottom Atomic Power Station, Units 2 & 3 Recirculation Piping Uniform Support Motion (USM)
ASME Code Case N-411 Seismic Input Motion Response Spectra
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Seismic Input Motion Response Spectra Peach Renom 2 & J . Recirculation Pring Reenalysis Seismic input Motion Response SpectrePeteBi
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, MODE CIRCUIAR NODE DEG OF MAXDRIM NODE DEG OF MAXIMUM g k "1 NUMBER FREQUENCY FREQUENCY PERIOD NUMBER FREEDOM DISPIAC8NT NUMBER FREEDOM DOTATION m g (RAD / TIME) (NERTE) (TIME)
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'. NEDC 32790 '. PEACH BOTTCH 2 & 3, E-W SA5ELINE MODEL (w/ Gell) 61 2 0 1 1 0 1 0
- Eigenvalue Analysis 1 14 0 1 1
1 1 1 1 1 1 1 0. 2 0 1 1 1 0 O. 72.947 70.00 3 0 1 0. O. 62.000 1 1 1 0 1 0. 70.00 4 0 O. 54.875 1 1 1 0 1 0. C. 70.00 5 0 1 1 1 0 41.542 70.00 6 0 1 0. O. 27.505 1 1 1 0 1 0. O. 70.00 7 47 1 1 1 47 13.463 70.00 0 0 1 0. O. 3.333 1 1 1 0 1 0. O. 70.00 9 1 1 1 1 1 0.959 70.00 10 1 1 0. O. 47.421 1 1 1 1 1 0. 70.00 11 0 1 1 1 0 O. 41.588 70.00 12 49 2 0. O. 33.038 1 1 1 0 1 0. C. 10.00 13 0 1 1 1 0 30.338 70.00 14 48 1 0. O. 23.135 1 1 1 0 1 0. 70.00 15 0 1 1 1 0 O. 15.922 70.00 1 C. 16 0 1 1 1 0 O. 12.987 70.00 17 0 1 0. O. 26.734 1 1 1 0 1 0. 70.00 18 0 1 1 1 0 1 O. 23.130 10.00 19 0 C. O. 19.526 1 1 1 0* 1 0 D. 70.00 20 0 1 1 1 0 13.005 70.00 21 0 1 0. O. 10.008 1 1 1 0 1 0. Q. 70.00 22 0 1 1 1 0 7.171 70.00 23 0 1 0. O. -3.250 1 1 1 0 1 0. 70.00 24 0 1 1 1 0 1 V. O. -6.500 70.00 25 0 1 1 1 0 1 0. O. -9.750 70.00 26 0 1 1 1 0 O. 37.379 70.00 27 0 1 0. O. 28.337 1 1 1 0 1 0. 0. 10.00 26 0 1 1 1 0 14.504 70.00 29 51 1 0.- O. 5.904 1 1 1 51 1 0. 70.00 30 0 1 1 1 0 1 0. Q. -1.525 70.00 31 0 O. ~6.744 1 1 1 0 1 0. 70.00 32 0 1 1 1 0 1 0. O. -17.036 70.00 33 0 O. 142.671 1 1 1 0 1 0. O. 70.00 34 0 1 1 130.671 70.00 1 0 1 0. 35 0 D. 110.921 1 1 1 0 1 0. 70.00 36 0 1 1 1 0 O. 85.421 70.00 37 0 1 0. O. 65.421 1 1 1 0 1 0. 70.00 38 0 D. 46.421 1 1 1 0 1 0. 70.00 39 0 1 1 1 O. 31.421 70.00 0 1 0. 40 0 O. 16.421 1 1 1 0 1 0. - 10.00 41 1 1 1 1 1 O. -13.579 70.00 42 1 1 0. O. -56.079 1 1 1 1 1 0. O. 70.00 43 0 1 1 1 0 1 0.
-27.328 70.00 44 0 O. 46 421 1 1 1 0 1 0. 70.00 45 '50 1 1 1 0 O. 46.421 70.00 46 0 1 0. O. 10.052 1 1 1 0 1 0. O.
10.00 47 0 1 1 1 0 4.443 70.00 1 C. O. 48 0 1 1 1 0 0.000 70.00 49 0 1 0. O. 15.922 1 1 1 0 1 C. 70.00 50 0 1 1 1 0 1 0. O. 30.!38 70.00 51 0 C. 10.052 1 1 1 0 1 0. D. 70.00 52 47 1 1 1 47 1 0.
-1.525 70.00 53 0 O. 4.254 1 1 1 0 1 0. C.
70.03 54 0 1 1 1 1 .525 70.00 1 C. O. 55 1 1 .1 1 -27.568 70.00 56 0 1 1 1000.000 C. O. 1 1 1 0 1 0. O. 70.00 57 0 1 1 1 30.338 10.00 0 1 0. 50 0 O. 15.922 1 1 1 0 1 0. O. 70.00 59 0- 1 1 1 0 15.083 70.00 60 0 1 0. D. 10.958 1 1 1 0 1 0. C. 70.00 61 0 1 1 1 40.375 70.00 0 1 C. 9 54 9 C. 32.453 31 70.00 IE-\A/ I4 rwn sea,a 2 a .*. autreusanon raping setsn* Runalysis input M*dn R**r**"S ! "" !**
- i NEDC 32790 e
1 1 0.0 0.0 70.00 3967000.0 0.300 2 1 0.0 0.0 70.00 3974000.0 0.300 3 1 0.0 0.0 70.00 3686000.0 0.300 4 1 0.0 0.0 70.00 1656000.0 0.420 5 1 0.0 0.0 70.00 3606000.0 0.300 6 1 0.0 0.0 70.00 4320000.0 0.300 7 1 0.0 0.0 70.00 432000.00 0.200 0 1 0.0 0.0 70.00 4160000.0 0.261 9 1 0.0 0.0 10.00 455000.00 0.250 1 21.34 10.67 10.61 0.01 2 36.14 10.07 899.48 899.48 18.07 0.01 2077.89 3 34.268 17.134 17.134 2077.89 4 36.336 18.160 0.01 1771.02 1771.02 18.164 0.01 1351.53 5 6.05 3.425 3 425 1351.53 6 6.236 0.01 310.43 310.43 3.118 3.118 0.01 7 24.140 12.074 283.00 283.08 12.074 0.01 20.036 8 9.30 4.195 4.195 20.836 9 9.512 0.01 5.465 5.465 4.756 4.756 10 8.95 4.475 0.01 392.406 392.40 4 475 0.01 326.905 11 8.683 4.3415 4.3415 326.90 12 0.7 4.35 4.35 0.01 298.487 290.48 13 8.604 0.01 300. 300. 4.702 4.302 0.01 14 7 0486 3.5243 .2858 .2958 3.5243 0.01 .6L40 14 8.347 4.1735 4.1735 .6840 16 6 77 0.01 .223 .223 3.385 3.385 0.01 17 7.30 3.69 584.76 504.76 3.69 0.01 644.76 le 7.4 3.7 3.7 644.76 19 6.34 0.01 648.64 645.64 3.17 3.11 0.01 20 7.42 3.71 547.07 547.07 3.11 0.01 651.11 21 336.04 168.02 168.02 651.11 22 210.02 105.01 0.01 21301.0 21381.0 105.01 0.01 13909.87 23 .8 0.400 0.400- 13809.8 24 2.12 1.06 0.01 100000. 100000 1.06 0.01 50.4 25 2.52 1.26 1.26 50.4 26 2006. 0.01 450. 450. 1403. 1403. 27 2716. 1358. 0.01 3B70000. 3870000. 1358. 0.01 3770000. 28 2332. 1146. 1166. 3770000. 29 2t60. 1430. 0.01 4210000. 4210000. 1430. 0.01 4510000, 30 2700. 1350. 1350. 4510000. 31 7940 3010. 0.01 4420000. 4420000. 3070. 0 0.01 12900000. 12900000. 0 0 0 1 1 2 55 1 1 2 2 3 55 1 2 111111 70.0 3 3 44 55 1 2 70.0 4 44 4 55 1 2 70.0 5 4 60 55 1 2 70.0 6 56 5 55 1 2 74 0 7 5 57 55 1 2 70.0 t 57 50 55 1 2 70.0 9 58 6 55 1 2 70.0 10 6 45 55 1 2 70.0 11 45 46 55 1 3 70.0 12 46 7 55 1 4 70.0 70.0 E-W */4 w m 2.5 3. Recirraianon hping Seism R%W laput Moden Response Specern Page M
NEDC 32790 13 46 8 SS 2 6 14 e 51 55 2 10.0 6 15 47 22 55 5 15 70.0 16 22 23 $$ $ 15 70.0 17 23 24 55 70.0 5 15 it 52 21 55 3 14 70.0 19 21 20 55 3 14 1 10.0 20 20 19 $$ 3 14 70.0 21 19 48 55 3 70.0 11 22 48 18 55 4 13 1 70.0 23 le 17 $$ 4 13 1 70.0 24 17 16 55- 4 -13 -70.0 25 16 49 $$ 4 13 70.0 26 50 59 55 3 1 70.0 y 12 27 59 15 55 3 70.0 12 23 15 14 55 3 10.0 11 29 14 13 55 3 10 70.0 30 13 12 55 3 10 70.0 31 12 61 55 3 70.0 9 32 61 11 55 2 9 70.0 33 11 10 111111 55 3 8 70.0 34 10 9 55 3 7- 10.0 35 43 25 36 55 6 16 70.0 25 26 55 6 17 70.0 37 26 21 30 55 6 18 10.0 27 28 55 6 19 70.0 39 2e 53 55 6 70.0 20 to 53 29 55 6 20 70.0 41 29 30 55 7 10.0 21 42 30 31 55 43 7 22 10.0 31 42 55 7 22 70.0 44 32 33 55 e 23 70.0 45 33 34 55 8 70,0 24 46 34 35 55 10.0 8 25 47 35 36 48 55 9 26 70.0 36 37 55 9 27 70.0 49 37 38 55 50 9 20 70.0 38 39 55 9 29 70,0 51 39 40 55 70.0 9 30 52 to 54 25 9 31 70.0 53 54 41 55 9 70.0 31 54 60 56 8 55 1 2 70.0 4 10.0 0 1 2 37 1 2 44 0 43 1 32400.207 3 43 0 37 1 480076.81 45 0 4 50 0 200112.04 1 2 3 9 0 1.0 46199376.0 0.00 0.00 -1.51
-1.51 0.00 0.00 2 4 10 0 1.0 0.00 0.00 .403
.403 0.00 0.00 3 4 11 0 1.0 0.00 0.00 .403
.403 0.00 0.00 4 5 12 0 1.0 0.00 -2.436 0.00 -2.436 0.00 0.00 5 5 13 0 1.0 0.00 0.00 -2.436
-2.436 0.00 0.00 6 6 14 0 1.0 0.00 0.00 -1.9935
-1.9935 0.00 0.00 1 6 15 0 1.0 0.00 0.00 -1.9935
-1.9935 0.00 -
0.00 t 4 11 0 1.0 0.00 0.00 -1.510
-1.510 0.00 0.00 9 7 21 0 1.0 0.00 .8340 0.00 E-w %
Peach Boeone 2 A 3. Rectremknion Ptping soissnie Roanalysisinput Monien Response Spectre !*tt ElI
g NEDC 32790
- 0.00 .0340 0.00 10 12 16 0 1.0 0.00 0.00 .3700 0.00
.3700 0.00 11 13 17 0 1.0 0.00 0.00 .1700
.3700 0.00 0.00 12 14 10 0 1.0 0.00 0.00 .3700 0.00
.3700 0.00 11 14 19 0 1.0 0.00 0.00- .0340 0.00
.0340 0.00 14 15 20 0 1.0 0.00 0.00 .0340 0.00
.0340 0.00 2 0 9.959 0. C. O.
3 0 13.977 0. O. O. O. 4 0 11.020. .0. O. C. O. O. O. 5 0 10.053 0. O. O. O. O. 6 0 12.716 0. C. O. O. O. 7 0 10.700 0. D. O. O. O. 0 0 0.33 0. O. O. O. O. O. Il 0 1.0; 0. O. O. O. D. 12 0 6.277 0. O. O. O. 13 0 2.120 0. C. O. O. O. 14 0 7.750 O. O. C. . C. O. 15 0 1.339 O. O.
- 0. 0. 3.
16 0 4.309 O. O.
- 0. 0. Q.
17 0 4.309 d. C. O. O. O. 10 0 4.309 C. O.
- 0. O. O.
19 0 1.506 O. O.
- 0. C. D.
20 0 1.506 0. O. O. O. O. O. 22 0 1.506 C. O. C. O. 22 0 0.600 0. C. O. O. D. 23 0 0.600 0. O. O. O. O. 24 0 2.210 0. C. O. O. O. 25 0 0.705 O. O.
- 0. O. O.
26 0 11.90 0. O. O. O. O. 27 0 11.106 0. O. O. C. O. 20 0 26.034 0. Q. O. O. O. 29 0 14.165 0. O. O. O. O. 30 0 13.304 0. C. O. O. O. 31 0 19.155 0. C. O. O. O. 32 0 11.610 0. 0. O. O. O. 33 0 0.69 0. O. 0. 3 O. 34 0 25.60 C. O. 0 O. C. 35 0 421.95 0. C. D. O. O. 36 0 504.30 C. O. O. O. O. 37 0- 564.43 C. Q. C. O. O. 30 0 276.03 0. O. O. O. O. 39 0 512.39 0. O. C. 40 0 753.40 O. 0. C. O. C. O. O. 44 0 2.720 O. O.
- 0. O. O. O.
0 O. 0 0 1 32 33 g IlND
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