ML20106A637
| ML20106A637 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 03/03/1989 |
| From: | Baughman P, Dyckman J, Zukauskas V BOSTON EDISON CO. |
| To: | |
| Shared Package | |
| ML20106A635 | List: |
| References | |
| C-114-ER-Q-EO, NUDOCS 9209290236 | |
| Download: ML20106A637 (131) | |
Text
ATTACHt1ENT 2 TO BEco LETTER 92-109 3.l
~
Specification No. C-lie-ER-Q-E0
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l.J_{SR l_)Ll 0 PILGRIH UNIT 1 SPECIFICATION FOR ,
SEISHIC RESPONSE SPECTRA SPECIFICATION NUMBER C-114-ER-Q-E0 e
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BOSTON EDISON COMPANY NUCLEAR ENGINEERING DEPARTHENT 2S BRAINTREE HILL OFFICE PARK BRAINTREE, MA 02184 9209290236 920921 PDR ADOCK 05000293 P PDR IN FOR U ATl0P4
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TABLE OF CONTENTS EAGE 1.0 Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . .3 2.0 Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 3.0 Definitions . . . . . . . . . . . . . . . . . . . . . . . . 3 4.0 b ckground . . . . . . . .......... 4 4.1 Earthquake Motions ................. 4 4.2 Response Spectra . ................. 5 4.3 Design Response Spectra . . . . . . . . . . . . . . . 6 4.4 Floor Response Spectra ............... 6 5.0 Pilgrin. Response Spectra .............. 7 5.1 General Requirements ................ 7 5.2 Reactor Building . ................. 8 5.3 Biological Shield . . . . . . . . . . . . . . . . . . B 5.4 Reactor Vessel and Pedestal . . . . . . . . . . . . . 8 5.5 Turbine Building . ................. 8 5.6 Radwaste Building . . . . . . . . . . . . . . . . . . 9 5.7 Intake Structure . ................. 9 5.B Diesel Generator Building . . . . . . . . . . . . . . 9 5.9 Horizontal Ground Hotion. . . . . . . . . . . . . . . 9 5.10 Vertical Ground Motion. . . . . . . . . . . . . . . .
5.11 Building Model Boundaries. .
9
............ 9 6.0 References . . . . . . . ................. 10 APPENDIX A: REACTOR BUILDING HORIZONTAL SPECTRA (IB SHEETS) t APPENDIX B: BIOLOGICAL SHIELD HORIZONTAL SPECTRA (14 SHEETS)
APPENDIX C:
REACTOR VESSEL AND PEDESTAL HORIZONTAL SPECTRA (37 SHEETS)
APPENDIX D: TURBINE BUILDING HORIZONTAL SPECTRA (12 SHEETS)
APPENDIX E: RADRASTE BUILDING HORIZONTAL SPECTRA (10 SHEETS)
APPENDIX F: INTAKE STRUCTURE HORIZONTAL SPECTRA (5 SHEETS) -
APPENDIX G: DIESEL GENERATOR BUILDING HORIZONTAL SPECTRA (7 SHEETS)
APPENDIX H: HORIZONTAL GROUND SPECTRA (3 SHEETS)
APPENDIX I: VERTICAL GROUND SPECTRA (3 SHEETS)
APPENDIX J: BUILDING HODEL BOUNDARIES (12 SHEETS)
Sheet 2 of 10 l lNFORM ATION I ONLV
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Specification No. C-114-ER-0-E0 l.0 PURPOSE The purpose of this specification is to consolidate the approved dasign basis response spectra in a single controlled document, and to provide e guidance in selecting and using floor spectra for design of Class i equipment and piping at Pilgrim Nuclear Power Station. Proper implementation of this specification will help ensure that the seismic design bases committed to in the Final Safety Analysis Report are maintained.
2.0 SI.Q.P_E This specification applies to equipment and piping directly mounted on the reinforced concrete and structural steel comprising the Class i buildings, the biological shield wall, the reactor pedestal and the reactor vessel. The steel containment vessel (drywell) and suppression chamber (tc.us) are not included under this specification.
1^ DEFINITIONS Broadband Resoonse Spectrum - A response spectrum that describes motion in which amplified response occurs over a wide (broad) range of frequencies.
? Cutoff Frecuency - The frequency in the response spectrum where the zero period asymptote begins (the acceleration is constant). This is the frequency beyond which the single-degree-of-freedom oscillators exhibit no amplification of motion.
3.3 Damoina - An energy dissipation mechanism that reduces the amplification and broadens the vibratory response in the region of resonance. Damping is usually expressed as a percentage of critical damping, which is the least amount of viscous damping that causes a single-degree-of-freedom system to return to its original position without oscillation after initial disturbance.
3.4 Flexible Eaujoment - Equipment,-structures, and components whose lowest natural frequency is less than the cutoff frequency on the response spectrum.
i 3.5 Floor Acceleration - The acceleration of a particular building floor (or equipment mounting) resulting from the motion of a given ~
earthquake. The maximum floor acceleration is the zero period acceleration (ZPA) of the floor response spectrum.
3.6 fiqor Resoonse Soectrum - A plot of the maximum response, as a function of frequency, of an array of single-degree-of-freedom damped oscillators mounted on a structural system which is subjected te a base excitation. Also called an amplified response spectrum.
3.7 Ground Acceleration - The acceleration of the ground resulting from the motion of-a given earthquake. The maximum ground acceleration is the zero period acceleration (ZPA) of the ground response spectrum.
Sheet 3 of 10 l '"~En"?*~
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3.8 Ground Resoonse Soectrum - A plot of the' maximum response, as a function of frequency, of an array of single-degree-of-freedom damped oscillators mounted on the ground, subjected to a base 4
excitation.
3.9 Natural Frecuency - The frequency at which a body vibrates due to its own physical characteristics (mass and stiffness) when the body is subjected to a linear elastic displacement in a specific direction and then released.
3.10 Operatino Basis Earthouake (OBE) - The maximum earthquake for which i the nuclear power plant may continue in operation. For Pilgrim, the OBE is defined in Figure 2.5-5 of the Final Safety Analysis Report.
The OBE maximum ground acceleration is .08g.
3.11 Resoonse Soectrum - A plot of the maximum acceleration of a single degree of freedom system with a given damping subjected to a given base excitation, over a range of natural frequencies.
3.12 Ricid Eauioment - Equipment, structures, and components whose lowest natural frequency is greater than the cutoff frequency on the response spectrum.
3.13 Safe Shutdown Earthouake (SSE) - The maximum earthquake for enich systems required for a safe shutdown of the nuclear power plant must remain functional. The Pilgrim SSE is defined in Figure 2.5-6 of the Final Safety Analysis Report. The SSE maximum ground acceleration is .159 3.14 Time History - A data set representing structural base motion in terms of acceleration.or displacement versus time. Time histories-can be recorded during earthquakes or they can be artificially generated by numerical methods. The latter type are called
" synthetic" time histories.
3.15 Zero Period Acceleration (ZPA) The acceleration level of the high frequency, nonamplified portion-of the response spectrum. This acceleration corresponds to the maximum acceleration of the time history used to derive the spectrum.
4.0 BACKGROUND
4.1 EE.thquake Motions Earthquakes produce three-dimensional random ground motions that are characteru.ed by simultanecus_but statistically indepena nt horizontal and vertical components. -The ground motion is-typically broadband random with a frequency range of interest of 1-33 Hertz, For floor mounted equipment, the vibratory nature of the ground motion can be amplified or attenuated depending on the system's natural-frequencies (soil, building, and equipment) and the damping mechanisms.
In order to evaluate the effects of an earthquake on a given item of equipment, the engineer must evaluate the forces and displacements Sheet 4 of 10 INFORMATION
~=~ t ,
Specification No.-C-Il40ER-0-E0-
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which will be imparted to the equipment. For many items, the dynamic characteristics may be closely approximated as a single lumped mass connected by a single spring to a rigid base. This is called a single-degree-of-freedom (SDOF) system because there is a single unknown quantity: the response of the single lumped mass.
The SDOF system has a single natural frequency of vibration which is a function of the lumped mass ano the spring stiffness. ,
The response of an SDOF system to a known base motion (defined as displacement or acceleration versus time) may be calculated very easily. The functional relationship of the base motion versus time is called a time history. The calculation of the response of a-system to such a prescribed motion is called a time history analysis.
When an earthquake motion is recorded in the field, the record consists of a time history of the acceleration of the recording instrument. If the recording instrument is located on the ground surface, the resulting record'is called a free field or ground time history. Many earthquak.e records exist; one record which has been widely used for seismic analysis is the Taft 1952. The record used 1 for design at Pilgrim Station was based on the Taft 1952 record.
4.2 Resoonse Soectra One may calculate the response of a hypothetical-SDOF system to an earthquake record by performing a time history analysis. The result will be a time history of the displacement and acceleration of the SDOF system. The response of the SDOF system will be uniquely defined by two parameters: its natural frequency and its damping.
If the natural frequency of the SDOF system is varied over some range and the damping is held constant -the maximum acceleration at each frequency could be plotted. This plot is known as a response
. spectrum. It shows the maximum response to a given base motion of
~
an SDOF system, with a given damping, as a. function of its frequency.
A response spectrum is. useful because the maximum response of an SDOF system may be determined simply by reading the acceleration value from the response spectrum corresponding to the 500F system frequency and damping. For relatively simple equipment, the engineer can very easily compute the mass.and stiffness of.the equivalent SDOF system and then determine the effect of an earthquake by using the response spectrum of'the earthquake. This is much quicker than performing a time history analysis.
For more complicated equipment which cannot be idealized by an equivalent SDOF system, the response spectrum is.still_useful. A complicated system may be modeled as an assemblage of discrete masses interconnected by linear springs. This is known as-a multi-degree-of-freedom (HD0F) system. The response of an HDOF system may computed using the technique of modal _ analysis in'which the responses of each mode of vibration are computed individually and then combined together to find the total response.
Sheet 5 of 10
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- Specification No.- C-ll4-ER-Q-E0 '
1 One technique for computing the response of an MDOF system to a
- . given ground motion is to perform a time history analysis _ of each
! mode of vibration and then combine the modal time histories
- together. A simpler technique is to compute the-maximum respc1se of-4 each mode using the response spectrum. This is done by reading the.
acceleratitsn for an SDOF system of the same frequency and damping, i then multiplying by the modal scale-factor. The maximum responses l of the modes are then combined in an appropriate manner to arrive at
! the total maximum response.
l 4.3 Desian Resoonse Soectra )
l The use of a.recordeJ ground motion for design purposes is questionable because earthquakes are random events and future earthquakes will be different than past earthquakes. Two approaches
. have been developed to address this problem: (1) using the record
! from a past earthquake scaled-up such that the response of any SDOF system will be larger for.it-than-for any earthquake likely to occur .
i at the site in the future; or (2) using a ground response spectrum
- i constructed so that for all frequencies the-:lesign spectrum will j exceed the spectrum of any earthquake likely to occur at the site. :
The second method (the one used'predominantly.-for design at Pilgrim I Station) is the more practical one, and a great deal of research has
- gone into developing rules-for constructing ground response spectra-for use in design. For Pilgrim -there are-two ground response f
spectra used for design: (1) the Operational Basis Earthquake /
(originally referred to as- the Design Earthquake), and (?) the ',Tfe i Shutdown Earthquake (originally referred to'as-the kaximum Credible i Earthquake). The design ground response spectrum for the horizontal
[ OBE is shown in tha FSAR Figure 2.5-5, while the horizontal SSE
!~'
design ground response spectrum is shown in FSAR Figure 2.5-6. The l vertical design ground response spectrum-is specified as two thirds of the horizontal design ground response spectrum in accordance with j FSAR Section 12.2.3.5.1.
4.4 Floor Resconse Soectra For equipment mounted inside buildings, the ground motion will be-
- filtered by the intervening building structure to produce amplified -
. or attenuated narrowband motions within the structure. This effect
- must be accounted for in order to properly reproduce the postul'ted a earthquake environment in a realistic manner. - The most common j method for doing this is through the use of floor response spectra.
I i The computation of floor-response spectra involves a dynamic' -
i analysis of.the building in which the< equipment'is located. The building is idealized as an HDOF system _with mass points specified at<1ocations where floor spectra are required. The time history
! response of each mass point is computed using an earthquake: ground I record as input. The floor response spectra are then. computed using
!e the mass point time histories-as the input motion, i
i Sheet 6 of 10 L
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Specification No. C-Il4-ER-Q-E0 *'
5.0 PILGRIM RESPONSE SPECTR6 5.1 General Reautrements The appendices to this specification provide response spectra to be used in the design of equipment and piping located at Pilgrim Station. This information was consolidated from various ' approved source documents listed below and in Section 6.0. The consolidation process was controlled by methods described in Calculation C15.0.2779 (Reference 6.12).-
Response spectra data is presented for the Operational Basis-Earthquake (OBE) ground motion and for the Safe Shutdown Earthquake (SSE) ground motion. The acceleration values for the SSE are obtained by multiplying the OBE accelerat ns by a factor of 1.875, which is the ratio of the SSE (0.15g) tr sE (0.08g) maximum ground acceleration.
The floor response spectra provided in this specification are for one direction of horizontal motion.- For applications requiring two orthogonal directions of horizontal mc, tion, the same-floor respcnse spectrum may be used for each: direction. The vertical floor response spectrum for any elevation in any building may.be obtained by taking two thirds of the acceleration values of the horizontal ground response spectrum. These design approaches using the so-called 2-D earthquake methodology and a rigid vertical response are documented in FSAR Section 12.2.3.5.1.
Floor spectra data are furnished in two ways: (1) as a graph showing acceleration versus-frequency for selected values _of equipment damping, and (2) as a table showing the acceleration versus frequency for a range of values of equipment. damping. The
. latter-form is called digitized spectra._ Accelerations for frequencies between those tabulated may be approximated by linear-interpolation. Likewise, accelerations corresponding to dampings between values given may also be approximated by linear interpolation. - Extracolation to values _ of damoina outside the rance aiven is not oermitted.
Floor spectra graphs are presented for the OBE-only. They were generated by plotting the digitized data on linear / linear graph.
paper, and connecting the points with straight lines. The technique -
produces a slightly different-result at intermediate points than if plotted on linear / log graph paper. These' differences are considered to be of minor'importance when contrasted with.other requirements and techniques which ensure conservation in the results. _Hence linear interpolation of accelerations at ittermediate~ frequencies or dampings is considered appropriate.
Floor spectra are presented for various floor elevations in each of the Class'I buildings and selected structures and= components at PHPS. When choosing a spectrum to use in qualifying a component mounted on a floor, the spectrum for that floor should be used. If a component is mounted at an intermediate elevation, the spectrum at-the next elevation higher than the equipment attachment-point should-be used.
m onunou Sheet 7 of 10 ONtY
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L Specification No. C-ll4-ER-Q-E0 ' ;
i Alternatively, a spectrum could be interpolated based on the distance of the point of interest between-two building elevations, When qualifying a system with multiple support points, the response-d spectrum used-should envelop the response spectra' corresponding to each attachment point.
The selection of which buildita spectra to use for interconnected
' structures, e.g.,-Reactor Buisaing, Turbine Building and Radwaste Building, is dependent upon the modeling boundaries used in the
- analysis of record. Appendix J contains Figures 1 through 10 from-
! Reference 6.11 to show the physical or pseudo " shake space" l separations that constitute the model-boundaries.
l 5.2 Reactor Buildina e
- Horizontal floor response spectra for the Reactor Building are shown
! in Appendix A. The spectra are applicable to equipment and piping
- mounted on the secondary containment portions of the building. The
- Reactor Building spectra may also-be used for the below grade
- portion of the auxiliary bay (west of 5-line). ,
. The X%, 2%, and 5% spectra were originally calculated in Reference l 1. These spectra were then reproduced and extended in Reference 6.7 L to include dampings from 1/2%, 1%, 21, 5%, and 7% damping. However, the accompanying tables provide digitized spectra for all dampings..
- 5.3 Bioloaical Shield Horizontal floor response spectra for the biological shield _ wall are
. shown in Appendix B. .The spectra-were originally calculated in l Reference 6.4 The accelerations in Appendix B away from the highly j amplified range are in-some cases slightly higher than those of
- . Reference 6.4 for purposes of clarity and ease c' use, p
l 5.4 Reactor Vessel and Pedestal l Horizontal Floor response spettra for_the reactor vessel are shown in App" dix C. The'l/21 and-l% spectra were developed in Reference 6.5. These spectra were then reproduced in Reference 6.6 and
- extended to include 2%, 3%, and 5% damping. For ease of use the number of spectral ordinates were reduced;-.however, the spectra in
- Appendix C in all cases envelops those in Reference 6.5. __
~
- 5.5 Turbine Buildina i
The horizontal floor response spectra for the Turbine Building are
- shown in Appendix D._ The 1%, 2%, and_5% spectra were. originally-
) calculated _in' Reference 6.2. These spectra were then reproduced and extended in Reference 6.8 to-include dampings from 1/2% to 10%. For convenience the spectra have been plotted only for 1/21,' 1%, 2%, 5%,
and 7% damping. However, the tables provide digitized spectra for'
- all dampings.
I J
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Sheet 8 of 10
. IN FORM ATIOti 4 . .~ . i.
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- Speciftcation No..C-114-ER-Q-E0-e i
5.6 Radwaste Buildina
! The horizontal floor response spectra-for the-Radwaste Building are shown in _ Appendix E. _ The 1%~ 21, and 51 spectra were originally j calculated _in Reference 6.3 .These spectra were-then reproduced and extended in Reference 6.8 to include dampings from 1/2% to 10%. For j- convenience, the spectra have been plotted only for 1/2%, 1%, 2%,
[ 5%, and 7% damping. However, the tables provide digitized spectra
- for all dampings.
4 5.7 Jntake Structure i
The horizontal floor response spectra for the Intake Structure are
- shown in Appendix F. The 4% and 7%. spectra were original.ly
! calculated in Reference 6.9. These spectra were then reproduced and l extended in Reference 6.10 tci include dampings from 1/2%,1%, 21, t 51, and 7% dampingt However, the tables provide digitized spectra
! for all dampings.
1
) 5.8 Diesel Generator Buiidino l The horizontal floor-response. spectra for the Diesel Generator Building are shown in Appendix G. The 4% and 7% spectra were-i originally calculated in Reference _6.9. These spectra were then reproduced and-extended in Reference 6.10 to-include dampings from j 1/21 to 10%. For convenience the spectra have been plotted only.for i
1/2%, 11. 2%, 5%, and 7% damping. However, the tables provide digitized spectra for all dampings.
, 5.9 -Eo.rizontal Ground Motion Appendix H contains OBE and SSE ground spectra derived from FSAR j Figures 2.5-5 and 2.5-6,-
l 5.10 Vertical' Ground. Motion n Appendix I presents the vertical ground response spectra for the OBE F and SSE. These were derived from the Appendix H graphs by taking 2/3 of the horizontal ground acceleration at each frequency, as
. discussed in FSAR Section 12.2.3.5.1. ~
5._11 Huildina Hodel Boundaries
- The Reactor Building, Turbine Building and Radwaste Buildings are L interconnected structures. AtLsome locations _these_ structures are j .
< physically separated with shake spaces, and.at_other locations they i are not. In either case the correct spectra depends on the~model-
- boundary used in-the analysis of_ record. Appendix J shows these boundaries as defined.by the original plant-designer (see' Reference
-6.11).
i i
l Sheet 9 of 10 i
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Specification No. C-Il4.ER-Q-E0 6.0 REFERENCIS 6.1 Bechtel Corporation, Reactor Building Seismic Analysis, 1969.
(SUDDS/RF #89-3, Rev 0) 6.2 Bechtel Corporation, Turbine Building Seismic Analysis, 1969.
(SUDDS/RF #89-4, Rev. 0)
- 6.3 Bechtel Corporation, Radwaste Building Seismic Analysis, 1969.
(SUDDS/RF #89-5, Rev. 0) 6.4 Bechtel Corporation. Seismic Analysis - Biological Shield, Calc. No, 085-Cl, 1981. (SUDDS/RF #87-1024, Rev. 0) 6.5 Gtneral Electric Company, Pilgrim Seismic Analysis of Reactor, DAR
{ 113, 1971.
6.6 General Electric Company, Recirculation Piping Seismic Reanalysis Revised Response Spectra, Letter G-HK-8-070, dated February 23, 1988. (SUDDS/RF 88-162, Rev. 0)
' 6.7 Cygna Energy Services Seismic Spectra for Reactor Building, Calc.
No. 85070-001, 1986. (SUDDS/RF #86-168, Rev. 0) 6.8 Cygna Energy Services, Seismic Response Spectra for Turbine Building and Radwaste Building, Calc, No. 85070-002, 1986. (SUDDS/RF
- 86-168, Rev. 0) 6.9 Cygna Energy Services, Bulletin 80-11 Analysis, Calc. Nc.
80034-G17000, 1982.
4 6.10 Cygna Energy Services, Seismic Response Spectra for Diesel Generator Building and Intake Structure, Calc. No. 85070-003, 1986. (SUDDS/RF
- 86-168, Rev. 0) 6.11 Bechtel Study 287-001 entitled " Review of Seismic Separation Design Basis at Pilgrim Nuclear Power Station", April 1987. (SUDDS/RF
- 87-760, Rev. 0) 6.12 BECo Calculation Cl3.') 2779, Rev 0. Seismic Response Spectra - Spec Cll4. -
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CAMPING (%)
(Nz) 3 2 3 4 5 6 7 8 9 10 ,
0.10 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.36 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 1.80 0.17 0.17 0.17 0.16 0.16 0.16 0.15 0.15 0.14 3.15 0.29 0.24 0.21 0.19 0.17 0.17 0.16 0.16 0.16 4.16 0.44 0.36 ( l 0.26 0.24 0.22 0.21 0.20 0.19 5.08 0.44 0.36 0.31 0.26 0.24 0.22 0.21 0.20 0.19 8.40 0.19 0.17 0.15 0.14 0.12 0.12 0.12 0.11 0.11 11.25 0.26 0.23 0.20 0.18 0.16 0.15 0.14 0.14 0.13 13.75 0.26 0.23 0.20 0.18 0.16 0.15 0.14 0.14 0.13 17.05 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 30.80 0.09 0.09 0.07 0.09 0.09 0.09 0.09 0.09 0.09 100.00 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 koritental SSE Freq.
CAMPJka (%)
(NZ) 2 3 4 5 6 7 8 6 to 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.36 0.06 -0.06 0.06 0.06 0.06 0.04 0.04 0.04 0.04
. 1.80 0.32 0.32 0.32 0.30 0.30 0.30 0.28 0.28 0.26 3.15 0.54 0.45 0.39 0.36 0.32 0.32 0.30 0.30 0.30 4.16 0.83 0.63 0.58 0.49 0.45 0. 1 0.39 0.38 0.36 5.08 0.83 0.63 0.58 0.49 0.45 0.41 0.39 0.38 0.36 8.40 0.36 0.32 0.28 0.26 0.23 0.23 0.23 0.21 0.21 11.25 0.49 0,43 0.38 0.34 0.30 0.28 0.26 0.26 0.24 13.75 0.49 0.43 0.38 0.34 0.30 0.28 0.26 ~ 0,26 0.24 17.05 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 30.80 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 100.00 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 s
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'O.30 I -i ! t' i !
)
! i I a I
- 0.20 - t h !-
.~ , ; j i i
' 3
- c. ..t *
. 0,10 - !, i i-1
~
t ; i- t.
f i .
1 i
i -! : i !
0,00 ', - -
j- ; -- j
-- j '
(#M 4 . i - ~- j g
- j-- --l t { 7 -l l 1 .g
$ O- 4 8 12 16 . 20 24 28 ' 32
]
1 sl Frequency (Hz) li ,
[]
2h 9i 9i i
. ..s 7
1 6:
I N
Specification No. C.114.ER.O.EO !
PILGRIM AMPLIFIED RESPON5E SAECTRA Reactor Buildin9 . Elev. 23.0 Mass Point 2 horizontal CBE '
FREQ. CAMPlhG (A)
(Hz) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 i.80 0.29 0.24 0.19 0.18 0.17 0.17 0.17 0.16 0.16 0.15 0.15 3,11 0.46 0.42 0.37 0.33 0.29 0.26 0.24 0.23 0.22 0 .4 0.21 4.16 1.68 1.34 0.99 0.79 0.65 0.54 0.48 0.43 0.39 0. 3( 0.34 5.08 1.63 1.34 0.99 0.79 0.65 0.54 0.48 0.43 0 39 0.36 0.34 9.50 0.41 0.35 0.26 0.24 0.22 0.19 0.18 0.18 0.17 0.17 0.17 9.70 0.36 0.30 0.23 0.21 0.20 0.19 0.15 0.18 0.17 0.17 0.17 9.90 0.30 0.26 0.23 0.21 0.20 0.19 0.18 0.18 0.17 0.17 0.17
, 10.07 0.30 0.27 0.24 0.22 0.20 0.20 0.19 0.18 0.18 0.17 0.17 11.70 0.40 0.34 0.27 0.24 0.22 0.21 0.20 0.19 0.19 0.18 0.18 14.30 0.40 0.34 0.27 0.24 0.22 0.21 0.20 0.19 0.19 0.18 0.18 '
22.00 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 100.00 0.12 0.12 0.12 0.12 C.12 0.12 0.12 0.12 0. 2 0.12 0.12 4
1 acn tental SSE FREQ. DAMelk; (%)
. (Hz) 0.5 1 2 3 4 5 6 7 8 9 to O.10 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.80 0.54 0.45 0.36 0,34 0.32 0.32 0.32 0.30 0.30 0.28 0.28 3.11 0.86 0.79 0.69 0.62 0.54 0.49 0.45 0.43 0.41 0.41 0.39 4.16 3.f? 2.51- 1.86 1.48 1.?2 1.01 0.90 0.81 0.73 0.68 0.64 5.08 -3.15 2.51 1.86 1.48 1.22 1.01 0.90 0.81 0.73 0.68 0.64 9.50 0.77 0.66 0.40 0.45 0.41 0.36 0.34 0.34 0.32 0.32 0.32 9.70 0.68 0.56 0.43 0.39 0.38 0.36 0.34 0.34 0.32 0.32 0.32 --
9.90 0.56 0.49 0.43 0.39 0.38 0.36 0.34 0.34 0.32 0.32 0.32 10,07 0.56 0.51 0.45 0,41 0.38 0.38 0.36 0.34 0.34 0.32 0.32 11.70 0.75 0.64- 0.51 0.45 0.41 0.39 0.38 0.36 0.36 0.34 0.34 14.30 0. 75 0.64 0.51 0.45 0.41 0.39 0.38 0.36 0.36 0.34 '0.34 22.00 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 100.00. 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 I
1 Sheet A-6 l INFORMATION
, onty I
- ...=...; .
I; 5 PILGRIM AMPLIFIED RESPONSE SPECTRA ll Reactor Building - Elev . 51.1 - Mass Point 3 g lgl a 50
. Dampings: 1/2.1. 2. 5. 7%
Horizontal CBE 3m ' - ' ' ' '
For SSE. multiply by 1.875 2 50 n
i B
- i - ' - - '
2.w - - - - -
= 5 I Y n '
E i ; i p ,5 .
" g i.so j
i 3.00 - i + - -
i - -
t i i -
i . i 0.50 - ! - i i !
? . , i' I
! { ;
I j j 1 f.O I
0.00 -j l- j j j j -j j f 'i i t i - --I - I - - -- h -~~ "' i O '4 8 12 ' 16 20 24 28 32 5 g
a Frequency (Hz) 8 z
9 9
a b
- n i P a
-A.
Sp0cification No. C 114 ER.0-EO PILORIM AMPLIFIED RE5Poh5E SPECTRA teactor Building . Elev. 51.1 Mass Point 3 horizontal CBE Freq. CAMPING (%)
(H2) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.34 0.37 0.34 0.28 0.24 0.23 0.22 0.21 0.20 0.19 0.19 0.18 2.97 0.72 0.58 0.43 0.40 0.38 0.35 0.33 0.32 0.31 0.30 0.29 3.78 1.71 1.36 0.98 0.81 0.74 0.68 0.64 0.61 0.58 0.55 0.52 4.16 3.17 2.45 1.81 1.42 1.18 1.00 0.88 0.79 C.72 0.65 0.60 5.CA 3.17 2.45 1.81 1.42 1.18 1.00 0.88 0.79 0.72 0.65 0.60 6.05 0.70 0.66 0.61 0.56 0.52 0.48 0.46 0.44 0.43 0.41 0.40 27.5b 0.18 0.18 0.18 0.18 0.17 0.17 0.17 0.17 0.17 0.17 0.17 100.00 0.17 0.17 0.17 0.17 0.17 0.16 0.16 0.16 0.16 0,16 0.16 Norttontal 55E free. DAMpt, ,x}
(Hz) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.01 0.01 0.01 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 2.34 0.69 0.63 0.52 0.45 0.43 0.41 0.39 C.37 0.35 0.35 2.97 0.33 1.35 1.08 0.80 0.75 0.71 0.65 0.61 0.60 . 58 0.56 0.54 3.78 3.20 2.55 1.83 1.51 1.33 1.27 1.20 1.14 1.08 1.03 0.97 4.16 5.94 4.59 3.39 2.66 2.21 1.87 1.65 1.48 1.35 1.21 5.08 5.94 1.12 4.59 3.39 2.66 2.21 1.87 1.65 1.48 1.35 1.21 1.*2 6.05 1.31 1.23 1.14 1.05 0.97 0.90 0.86 0.82 0.80 0.76 0.75 27.50 0.33 0.33 0.33 0.33 0.31 0.31 0.31 0.31 0.31 0.3$ 0.31 100.00 0.31 0.31 0.31- 0.31 0.31 ' 30 0.30 0.30 0.30 0.30 0.30 INF ORM ATION Sheet A.8 oNLv
~
- $N.
. 1 PILGRIM AMPLIFIED RESPONSE SPECTRA 3
15- o8 Reactor Building - Elev. 74.25 - Mass Point 4 ze
.kg *$O .3.60 -
-- . . - Dampngs: 1/2.1. 2. 5. 7%
& Horizontal OBE 3 00 - t For SSE. multWy by 1.875 !
i l
2.50 - i l
l 6
2.00 - ' >
=
.B
?
e e
g 1.co -- )
?
i I I i .co -- !-
o.so - ! -
i -i i' -i ,
i i . .
- 4 ! .
, ! . ; 4 i :
j j --- -- i j- 1 - --j -- ' --j -- - j - - -- f f t, _f (o 0.00 - i h 1 i y o 4 s 12 is to 24 28 s2 ?,
w Frequency (Hz) z 9
9 4
i . . . . - -
Pit 0 RIM AMPLiflED RESPONSE $PECTRA Reactor Building . Elev. 74.25 . Mass Point 4 horizantet DsE 4
FREQ. DAMPING (%)
j (MI) w.5 1 2 3 4 5 6 7 8 9 10 0.10 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.34 0.40 0.37 0.31 0.26 0.25 0.24 0.23 0.22 0.21 0.20 0.20 3.60 1.25 1.02 0.79 0.72 0.68 0.65 0.62 0.59 0.57 0.54 0.52 j 4.16 3.48 2.61 1.93 1.57 1.30 1.09 0.96 0.B6 0.77 0.72 0.67 5.08 3.48 2.61 1.93 1.57 1.30 1.D9 0.96 0.86 0.77 0.72 0.47 6.60 0.76 0.66 0.58 0.52 0.48 0.44 0.42 0.40 0.39 0.37 0.36 14.85 0.28 0.26 0.25 0.24 0.24 0.23 0.23 0.22 0.22 0.22 0.22 27.50 0.20 0.20 0.20 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18 100.00 0.19 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Horizontet $5E FREQ. DAMPINO (%)
(H2) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.34 0.75 0.69 0.58 0.48 0.46 0.45 0.43 0.41 0.39 0.37 0.37 3.60 2.34 1,91 1.48 1.35 1.27 1.21 1.16 1.10 1.D6 1.01 0.97 4.16 6.52 4.89 3.61 2.94 2.43 2. 04 1.80 1.61 1.44 1.35 1.25 5.08 6.52 4.89 3.61 2.94 2.43 2.04 1.80 1.61 1,44 1.35 1.25 6.60 1.42 1.23 1.08 0.97 0.90 0.82 0.78 0.75 0.73 0.69 0.67 14.85 0.52 0.48 0.46 0.45 0.45 0.43 0.43 0.41 0.41 0.41 0.41 27.50 0.37 0.37 0.37 0.35 0.35 0.33 0.33 0.33 0.33 0.33 0.33 100.00 0.35 0.35 0.35 0.35 0.33 0.33 0.33 0.33 0.33 0.33 0.33 Sheet A-10 l lNFORM ATH3N
[ ONLY j "" ;':.0" i
PILGRIM AMPLIFIED RESPONSE SPECTRA ,
, m
=
Reactor Buildina - Elev. 91.25 - Mass Point 5
- 4 so j3 jj {o5f f, Dampngs: 1/2.1. 2. 5. 7% !
, Horizontal OBE 4.co m For SSE. muMbly by 1.875 ;
a so i
s.00 R m 2 50 i 7
(D E
P 3 0 2.00 - -
i -
E '
3 i o 1.50
-t s .co ' i m
0.50 '
' +
i si Q
s 8F o 00 i -- i i i - i- - r-- i- T i r i- -r-i- m- i - --i------ i 3 0 4 8 12 16 20 24 28 32 o Fren;ency (Hz) 9 ,
I:
in
'D b
in '
O,. ,
I
_ _ _ _ . m. _ . . _ - . . _ _ _ _ -
Specific 9 tion No. C.114.ER.O.EO '
' I a
n PILGRIM AMPLIFIED RESPONSE SPEC 1RA teactor Building . Elev. 91.25 Pass Fotnt 5 1 1
horizontal OBE I
t FREQ. 04MPih0 (%)
(ht) 0.5 1 -2 3 4 5 6 7 8 9 10 0.10 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 00
, 2.34 0.43 0.39 0.32 0.27 0.26 0.25 0.24 0.23 0.22 0.22 . 21 3.60 1.41 1.15 0.89 0.82 0.78 0.73 0.70 0.67 0.64 0.62 0.59 4.16 4.05 3.05 2.27 1.E3 1.51 1.26 1.11 0.99 0.89 0 E3 0.77 5.08 4.05 3.05 2.27 1.83 1.51 1.26 1.11 0.99 0.89 0.83 0.77 i 6.88 0.69 0.66 0.61 0.55 0.51 0.47 0.44 0.42 0.40 0.39 0.33 l 14.30 0.25 0.27 0.26 0.25 0.24 0.23 0.23 0.23 0.23 0.23 0.22 36.30 0.22 0.22 0.22 0.21 0.20 0.20 0.20 0.20 0.20 0.20 0.20-100.00 0.21 0.21 0.21 0.21 0.27 0.20 0.20 0.20 0.20 0.20 0.20 i
4
, Norizontal 15E FREQ. 04Mpth; (t)
(H2) 0.5 1 2 3 4 5 6 7
' 8 9 10 i
0.10 0.01 J.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.34 0.80 0.73 0.60 0.50 0.48 0.46 0.45 0.43 0.41 0.41 0.39 3.60 2.64 2.15 1.66 1.53 1.46 1.36 1.31 1.25 1.20 1.16 1.10
. , 4.16 7.59 5.71 4.25 3.43 2.83 2.36 1,66 2.03 1.85 1.55 1.44 5.08 7.59 5.71 4.25 3.43 2.E3- 2.36 2.08 1.85 1.66 1.55 1.44 6.88 1.29 1.23 1.14 1.03 0.95 1
0.S3 0.82 0.78. 0. 75 0.73 0.71 14.30 0.52 0.50 0.48 0.46 0.45 0.43 0,43 6.43 0.43 0.43 0.41 36.30 0.41 0.41 0.41 0.39 0.37 0.37 0.37 0.37 0.37 0.37 0.37 100.00 0.39 0.39 0.39 0.39 0.37
- 0.37 0.37 0.37' O.37 0.37 0.37 i
i L
i 4
, INT ORM A110N Sheet A 12 a
ONLY
....w. r 9
. 1 PILGRIM AMPLIF!ED RESPONSE SPECTRA 3
la o Reactor Building - Elev .117.0 - Mass Point 6 i!; $g! s oo -
2 DampM]s: 1/21.2,5.7%
Horizontal OBE l For SSE. multiply b-j 1.875 4.00 i
9 i
$ 3 00 (n h 7 D ' '
h $ i ! ;
? $ ;
I' C 8 ,
4 2.00 , i.
! I I-i , I !
j
! I l j ,
i ,
1.00 j ! i *
! I I r I i l
i
! I i i O
.0.00 7 -i j. i j j j 1 g i 1 -j- --j ~ - -- - t - - -l - -j"- -j 3o O 4 8 12 16 20 24 28 32 55 8
e.
Fregency (Hz) 8 z
P 9
a br i E
Specincotion No. C.114.ER 0.kO PitCRIM P PLIFIED RE$r04sg set;tRA 1
Reactor Building Elev.117.0 Mass Point 6 Horizontal 06f FREQ. DAMPlhG (1.)
(Hz) 0.5 1 .2 3 4 5 6 7 8 9 10 0.10 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 2.34 0.47 0.42 0.34 0.30 0.28 0.27 C.26 0.25 0.24 0.23 0.23 3.60 1.66 1.35 1.04 0.98 0.93 0.88 0.85 0.81 0.78 0.74 0.71 4.16 4.99 3.66 2.80 2.26 1.86 1.57 1.38 1.23 1.11 1.02 0.95 l 5.08 4.99 3.66 2.80 2.26 1.86 1.57 1.38 1.23 1.11 1.02 0.95 6.60 1.26 1.07 0.94 0.83 0.76 0.69 0.65 0.61 0.58
' 0.56 0.53 14.85 0.33 0.31 0.31 0.30 0.29 0.29' O.2B 0.27 0.27 0.27 0.27 4 27.50 0.27 0.26 0.27 0.26 0.25 0.24 0.24 0.24 0.24 0.24 0.25 i 100.00 0.26 0.26 0.26 0.25 0.25 0.24 0.24 0.24 l. 24 0.24 0.24 o
Horizontal SSL i
FREQ. 0Ampgwc (;.3 (Hz) 0.5 1 2 3 6 7
' 8 9 10 0.10 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 2.34 0.88 0.78 0.63 0.56 0.52 0.50 0.48 0.46 0.45 0.43 0.43 3.60 3.11 2.53 1.95 1.83 1,74 1.65 1.59 1.51 1.46 1.38 1.33 4.16 9.35 6.86 5.25 4.23 3.48 2.94
- 2.55 2.30 2.08 1.91 1.78 5.08 9.35 6.86 5.25 4.23 3.48 2.94 2,58 - 2.30 2.08 1.91 1.78 6.60 2.36 2.00 1.76 1.55 1.42 1,29 1.21 1.14 1.08 1.05 0.99 14.85 0.61 0.58 0.58 0.56 0.54 0.54 0.52 0.50 0.50 -0.50 0.50 27.50 0.50 0.48 0.50 0.48 0.46 0.45 0.45 0.45 0.45 0.45 0.46 100.00 0.48 0.48 0.48 0.46 0.46 0.45 0.45 0.45 0.45 0.45 0.45 s
d INFORMATION Sheet A.14 ONLY l . ..
,. .. f. ;
~i 3 m PILGRIM AMPLIFIED RESPONSE SPECTRA
!! oR Reactor Buildng - Elev.138.0 - Mass Point 7
!! $g
- !. . ,5 isoo i - , Dampngs: 1/2.1. 2. 5. 7%
10 00
i , .
TM j 7
- I , ,
3 i
l i
.N 5 E $ n !
! i
> N ! i a e 5.00 <
I t i i i i y 4 6 G !
j !
f
< i i
I 4 00
+
i
- j i j j j i 1
t .
3.00 ? ?
- ' i i . j j i
, : i i
-t ,
. : i 2N I
- f g 1N t
i
. i.
i
. o . co - -- t- - - j, i i : i i ; j j j j _ _j ; --; ; yr o a e s2 to 20 2< 2e 22 %'
a'
= . ..
Frequency (Hz) 8.
z 9
9 in 33 b-1 in '
e
Specification No. C-114.ER-0.EO -
I PILORIM AMPLifitD 111PONSE SPECTRA Seactor Building . Elev.138.0 Mass Point 7 horigental OBE FREQ.
DAMPlhG (%)
(M ) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.01 0.01 0.01 0.01 0.01 0.01 J.01 0.01 0.01 0.01 0.00 2.34 0.52 0.46 0.39 0.37 0.36 0.35 0.34 0.34 0.34 0.34 0.33 3.60 2.14 1.78 1.68 1.61 1.53 1.48 1.42 1.36 1.32 1.27 1.22 4.16 10.21 7.64 5.69 4.40 3.65 3,15 2.79 2.51 2.28 2.08 1.92 5.08 10.21 7.64 5.69 4.40 3.63 3.15 2.79 -2.51 2.28 2.08 1.92 6.05 2.20 2.62 1,81 1,64 1.51 1.41 1.33 1.26 1.25 1.23 1.21 11.16 2.25 1.78 -1.45 1.26 1.13 1.03 0.96 0.90 0.87 0.85 0.91
- 13. 64 2.25 1,67 1.27 1.08 0.95 0.85 0.78 0.73 0.69 0.66 0.63 27.5C 0.45 0.46 0.48 0.48 0.48 0.47 0.47 0.47 0.47 0.47 0.47 100.00 0.43 0.44 0.47 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.46
, heritental $5E FREQ.
CAMPlkG (t)
(Hz) 0.5 1 2 3 4 5 6 7 8 9 to 0.10 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 2.34 0.98 0.00 0.86 0.73 0.69 0.67 0.65 0.63 0.63 0.63 0.63 0.61 3.60 4.01 3.33 3.15 3.01 2.86 2.77 2.66 2.55 2.47 2.38 4.16 2.28 19.14 14.30 10.60 8.25 6.84 5.90 5.23 4.70 4.27 5.08 3.90 3.60 19.14 14.30 10.60 8.25 6.84 5.90 5.23 4.70 4.27 6.05 3.90 3.60 4.13 3.78 3.39 3,07 2.83 2. 64 2.49 2.36 2.34 2.30 2.26
~
11.16 4.22 3.33 2.71 2.36 2.11 1.93 1.80 1.68 1,63 1.59 13.64 4.22 1.70 3.13 2.38 2.02 1.78 1.59 1,46 1.36 1.29 1.23 1.18 27.50 0.84 0.86 0.90 0.90 0.90 0.88 0.88 0.88 0.88- 0.88 100.00 0.81 0.88 0.82 0.E8 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
\ '"' $1'v" " Sheet A.16 i ::::: - i
[. :
1 PILGRIM AMPLIFIED RESPONSE SPECTRA
!! gy Reactor Buildng - Elev.164. 5 - Mass Point 8 k $ 13 00 Dampings: 1/2.1. 2. 5. 7%
12 00 i ! F""' '
Horizontal OBE i , oo i . . , . For SSE.tr.dtiply by 1.875 l
l 10 00 i 9 00 4 ' ' *
- q ' ' ' 4 i ,
m 8 00 i i j -
l . l CO 3 i i 1
! .h T.00 - l i *
- h i h k e i DL % '
D D em i .
4 a - 4 i ! ;
8 l i r ! , ;
4 5.00 - i
> ' i i, i . i
- 4.00 i i i i
, j f i 3M .
> +
- e I A- 5
- 2 00 '
- f i h 1 00 ! ,
0.00 ,- - j- - i i r j i i } i j j-i j i j -- , 3 o 4- a 12 se 20 24 2a 32 %
H Frequency (Hz) i z
P O
in "Il U ""
I k' _
s-Specificttion No. C.114.ER.O.EO e
PlLORIM AMP!:81ED RESP 0kSE SPIC 1RA Reactor Bwildin, . Elev. 164.5 . Mass Fotnt 8 hortrontat 06E Fata. CAMPIb3 (%)
(ur) 0.5 1 ,2 3 4 5 6 7 8 9 10 0.10 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 2.34 0.56 0.50 0.42 0.40 0.39 0.38 0.37 0.38 0.38 0.37 0.37 3.60 2.43 2.02 1.92 1.85 .77 1.71 1.57
- 1. 64 1.52 1.47 1.41 4.16 12.07 8.96 6.59 5.14 4.28 3.71 3.27 2.94 2.67 2.44 2.25 5.08 12.07 8.96 6.59 5.14 4.28 3.71 3.27 2.94 2.67 2.44 2.25 6.60 2.31 1.98 1,72 1,53 1.41 1.32 1.27 1.22 1.19 1.16 1.14 10.20 1.69 1.56 1.35 1.23 1.13 1.09 1.02 0.98 0,93 0.92 0.89 10.50 2.26 1.88 1.51 1.33 1.21 1.07 1.00 0.96 0.91 0.90 0.87 10.70 2.63 2,09 1.62 1.40 1.27 1.13 1.05 1.00 0.94 0.89 0.86 11.16 3.50 2.57 1.87 1.56 1.40 1.28 1.17 1.08 1.00 0.93 0.87 13.64 3.50 2.57 1.87 1.56 1.40 1.28 1.17 1.08 1.00 0.93 0.87 18.15 0.93 0.86 0.80 0. 75 0.72 0.73 0.70 0.69 0.67 0.66 0.66 27.50 0.54 0.55 0.58 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 100.00 0.51 0' O.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55
, horizontal ESE FREQ.
CAMPlho (%)
(Na) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.0" 0.01 0.01 0.01 2.34 1.05 0.93 0.78 0.75 0. 73 0.71 0.69 0.71 0.71 0.69 0.69 3.60 4.56 3.78 3.60 3.46 3.31 3.20 3.07 2.94 2.85 2. 75 2.64 4.16 22.63 16.80 12.30 9.63 8.02 6.95 6.13 5.51 5.00 4.57 4.21 5.08 22.63 16.80 12.30 9.63 ?.02 6.95 6.13 5.51 5.00 4.57 4.21 6.60 4.33 3.71 3.22 2.86 2.64 2.47 2.38 2.28 2.23 2.17 10.20 2.13 3.17 2.92 2.53 2.30 2.11 2.04 1,91 1.83 1.74 1,72 1,66 10.50 4.24 3.52 2.83 2.49 2.26 2.00 1.87 1.80 1.70 - 1.68 1.63 10.70 4.93 3.91 3.03 2.62 2.38 2.11 1.96 1.87 1.76 1.66 1.61 11.16 6.56 4.81 3.50 2.92 2.62 2.40 2.19 2.02 1.87 1.74 1.63 13.64 6.56 4.81 3.50 2.92 2.62 2.40 2.13 2.02 1.87 1.74 18.15 1.63 1.74 1.61 1.50 1.40 1.35 1.36 1.31 1.29 1.25 1.23 1.23 27.50 1.01 1.03 1.08 1.06 1.06 1.06 1.06 . 06 1.06 1.06 100.00 1.06 0.96 0.99 1.03 1.03 1.03 1,03 1.03 1.03 1.03 1.03 1.03 INFORMADON Sheet A-18 ontv
""O*I.U*.* * !
l
__ _ _ _ _ _ _ _ _ _ _ . - _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - i
- t. .
Speci fication No. C-114-ER-Q.E0 LEE UD1X B il10LOGIEALSliLELD tt0812MIALSEICIR8 _
r r
9 f
oE'/** Sheet B-1
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- . _ . _ = . . . . . . . . -..-.. . - _ - . _ . . . . - . . - _ . _ - . _.-_..-- --- - - - ~ - - - . - - - - -
L Specification No. C 114 FR-O EO t
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' Biological Shield Mathematical Model from Reference 4
"'o"[*,"*" Sheet B 2
+
w , . ;.*e se j i
_ . _ . _ ._ _ . - . . . . _ . _ _ _ - - _ . _ _ . _ . _ . . . . _ . _ _ _ . _ - - _ _ ~ . . . _ -. . _ .
i l
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1,
, PILGRIM AMPLIFED RESPCNSE SPECTRA !
t jjig $;$ 1.o Biological Shield Wall - Elev. 35.4 - Mass Point 13 s o i" ta l i Dan #1gs- 2. 4. 5. 7%
1 3
57 i.- HorizontalOEE l j ,. ; . , For SSE.mtApiy by 1.875 !
i
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Spocification No. C.114 ER 0 EO PILCllN AMPLIFltD tt$tontt SFICTRA BiotDtitel thleid ball Elev. 35.4
- Mass Point 13 verttental OLt freq. % CAM *.hG (Mt) 2% 4% $% 7%
0.10 0.00 0.00 0.00 0.00 2.20 0.50 0.38 0.3$ 0.28 3.40 1.85 1.30 1.1$ 0.91 S.50 1.E5 1.30 1.15 0.91 7.50 0.38 0.36 0.34 0.32 9.00 0.38 0.36 0.34 0.32 11.00 0.65 0.46 0.44 0.41 16.00 0.65 0.46 0.44 0.41 23.00 0.20 0.20 0.20 0.20 i
33.00 0.20 0.20 0.20 0.20 Hotischtal $$t Free. % CAMPihG (kt) 2% 4% 5% 7*4 0.10 0.00 0.00 0.00 0,00 2.2C 0.94 0.71 0.66 0.53 3.40 3.47 2.44 2.16 1.71 5.50 3.47 2.44 2.16 1.71 7.50 0.71 0.65 0. 64 0.60 9.00 0.71 0.68 0.64 0.6J 11.00 1.22 0.86 0.83 0.77 16.00 1.22 0.B6 0.83 0.77 23.00 0.35 0.35 0.38 0.36 33.00 0.38 0.38 0.38 0.38 e
INFouatioN oNLY Sheet R 4
- "lllll
- I
_ PILGRIM AMPLIFIED RESPONSE SPECTRA o Biological Shield Wall- Bev 47.4 - Mass Point 14 bb Y,h 24
- 6 l
Danvss: 2. 4. 5. 7% i 22 . > . . * - - <
y For SSE. mufti #f by 1.875 2 -
+
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- 0.2 - =
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0 4 e 12 to 20 24 :s 32 g Freqwncy (Hz) &
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9 9
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Specification No. C.114 ER.0 EO 1
3 PILGt!M AutifitD al5Poitt LFECit4 Biological $hield ball . tiev. 47.4 . Mass Point 14 i
Noritental 061 5
l 1 Davitig .
j freq. 2 4 5 7 0.10 0.00 0.00 0.00 0.00 2.20 0.55 0.42 0.36 0.30 i 3.40 2.30 1.65 1.50 1.18 4
5.50 2.30 1.65 1.50 1.18 j 8.00 0.4% 0.38 0.36 0.34 11.00 0.45 0.38 0.36 0.34 11.50 0.60 0.50 0.47 0.45 i
15.50 0.60 0.50 0.47 0.45 a
21.00 0.25 0.25 0.25 0.25 g 33.00 0.25 0.25 0.25 0.25 1
6 i!
I i
Morizontal $11 j % Osming Freq. 2 4 5 7 0.10 0.00 0.00 0.00 0.00 2.20 1.03 0.79 0.68 0.56 3:40 4,31 3,cp 2,31 2,21 5.50 4.31 3.09 2.81 2.21 I
8.00 0.84 0.71 0.68 0.64 i 11.00 0.84 0.71 0.60 0.64 11.50 1.13 0.94 0.88 0.64 j 15.50 1.13 0.94 0.88 0.84 21.00 0.47 0.47 0.47 0.47 13.00 0.47 0.47 0.47 0.47
.I m
h mronwatioN oNLv Sheet B 6
...= .,. g
- i. - _.
t i
- 3 o
PILGRIM AMPLIFED RESPONSE SPECTRA y
jg j Biological Shield Wai- Elev. 52 8 - Mass Point 15 -i i
g 2e j Dampngs- 2,4. 5,7%
Horizontal CBE l
- 2.2 j' . . . . . . . . For SSE rraJtbiy by 1.875 '
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asmuse xq SpDedic8 tion No. C.114.ER.0 EO PILCtlN AMPLilit0 tilP0hlt ti-ECite i Giological $hielo bell tiev. 52.8 Mass doint 15 Morizontal Olt t Camping i freq. 2 4 % 7
- 0.10 0.00 0.00 0.00 0.00 2.20 0.55 0.40 0.38 0.30 3.80 2.48 1.80 1.60 1.30 5.50 2.48 1.80 1.60 1.30 8.40 0.45 0.42 0.42 0.40 11.00 0.45 0.42 0.42 0.40 12.00 0.60 0.55 0.50 0.45 i$ 50 0.60 0.55 0.50 0.45 18.00 0.32 0.31 0.31 0.31 31.00 0.27 0.27 0.27 0.27 Moritontal 1st
% Damping freq. 2 4 5 7 0.10 0.00 0.00 0.00 0.00
, 2.20 -
1.03 0. 75 0.70 0.$6 3.80 4.64 3.38 3.00 2.44 5.50 4.64 1.38 3.00 2.44 8.40 0. B4 0.79 0.79 0.75
' 11.00 0.64 0.7" 0.79 0.75 12.00 1.13 1.03 0.94 0.84 15.50 i.*3 1 c3 0,94 0.g4 18.00 0.60 0.58 0.58 0.58 13.00 0.51 0.51 0.51 0.51 IN FOR W ATHl N Sheet B-B ONLY
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i PILGR!M AMPLIFIED RESPONSE SPECTRA ti @o s
,, Biological Shield Wall - Elev . 56.6 - Mass Poht 16
- i. : e 2.e -
, a y Darrpngs- 2. 4. 5. 7%
) 24 l Horizontal CBE
! 22 .
For SSE.muniply by 1.875 :
20 -
- 1. s - ! I l '
- .8 . . . . . . ,
l
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m 3 . , , ,. ,
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^
28 0 32.0 2 .
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Fregjency (Hz) g .'
et 5 4 3' l
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SPOcificatiori No. C.114 ER.O.EO 1
I t
5 PlLCRIN AMPill!!D tt1PON$t $FititA 3
Biologita! $hleid Wall + ties. 56.6
- Matt Point 16 morttonts' est
't 1
- E Damping .
', Itoo. 2 4 5 7 0.10 0.00 0.00 0.00 0.00 1 2.20 0.55 0.41 0.36 0.30 3.60 2.50 1.85 1.65 1.35 l
, 5.50 2.50 1.25 1.65 1.35 l 8.40 0.45 0.42 0.41 0.39
- 11.00 0.45 0.42 0.41 0.39 12.00 0.60 0.50 0.47 0.45 15.50 0.60 0.50 0.47 0.45 21.00 0.31 0.31 0.30 0.30
- 33.00 0.28 0.20 0.2/ 0.27 5
i i
I
(
J.
i 1
1 1
Norizontal ill i % Camping freq. 2 4 5 7 0.10 0.00 0.00 0.00 0.00 2.20 1.03 0. 77 0.70 0.56 i 3.80 4.69 3.47 3.09 2.53 j 5.50 4.69 3.47 3.09 2.53 8.40 0.84 0.79 0.77 0. 73
- 11.00 0.54 0.79 0. 77 0. T3 l 12.00 1,13 0.94 0.88 0.84 '
15.50 1.13 0.94 0.88 0.84 21.00 0.t8 0.58 0.56 0.56 i 30.00 0.53 0.53 0.51 0.51 4
1 5
J j
(N FOR W Afl0N ONLY Sheet B 10 v en-we m 1' 5e446 {-
-n -a v .- . - ---,.-e-m.. ,,< .r w , +- - -- - . .
- . . . , . - , - , , - - , . --,,---e,. -
, , ,,-,..ww,,>, we
e 2
PILGRIM AMPLIFIED RESPONSE SPECTRA
- j i Biological Shie!d Wal - Elev. 71. 5 - Mass Point 17 i
e 30 I 0 i 2s ,
Dampings- 2. 4. 5. 7% ;
Horizontal OBE l 2* * * '
For SSE. muniply by 1.875 l l
24
- 22 2.0
$ 1.8 g . 1.8 '
g e r E g 14 - a '
- i i i i
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3 z
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N f Sp?Cih08tiof1 No. C.114 2R.O.EC .
t
.l PlLLilm AMPtifl10 RESPO45[ sr(Cla A 2
Biolegical Shietc 6 alt . flevation 71.5 Mass Point 17 Worizontal CBE d
j FkfC. % Daming .
i (N2) 2 4 7 5
', 0.10 0.00 0.00 0.00 0.00 1
2.20 0.58 0.45 0.38 0.34 3.80 2.85 2.00 1.80 1.43 4 5.50 2.25 2.00 1.80 1.4J 10.00 0.52 0.46 0.44 0.41
] 16.00 0.52 0.46 0.44 0.41 l 20.00 0.35 0.35 0.35 0.35 30.00 0.30 0'30
. 0.30 0.30 i
.l l
4 1
e i
heritontal $$1 4
.i i F#EQ. % Daming
(**) 2 4 5 7 1
0.10 0.00 0.00 0.00 0.00 2.R0 1.09 0.84 0.?1 0.64 3.20 5.34 3.75 3.35 2.68 5.50 5.34 3.75 3.38 2.65 i
10.00 0.08 0.86 0.83 0.77 t
16.00 0.98 0.86 0.83 0.77
. 2J.00 0.t6 0.66 0.66 0.66 30.00 0.56 0.56 0.56 0.56 l
1 I
1 4
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Sheet B.12
- , .,,----,,,,--,e - , - . , - - . . - - , .n, w.,n, r-r, ,..,,,..~.,.-.--,n---,.n--.-.~.-----,n. , - , , , < -,,--n - ,
.,,,--.4 -
--n.-
PILGRIM AMPLIFIED RESPONSE SPECTRA
- i 95 Bio!ogical Shield Wall - Elev. 81. 8 - Mass Point 18 30
?
,, Oampings: 2. 4. S. 7%
Horizontal OBE 2o For SSE. multiply by 1.875 2.4 2.2 -
2.0 -
^
tS 8 l t.6 -
y e
$ _tp_ t .4 - * . . . i G 8 g y 12- . . . , . . .
10- + t .
08 0.6 0.4 -
O.2 - /
w 00, i i r i i t i i s i . 3 5 0.0 4.0 0.0 12.0 0 20.0 24.0 28.0 [d; o
Freq> enc) g 3
z 9
9
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.. . - . - . . - . . . - _ . - . - .- _ . - _ - -- - = . - - - . _ . - ..
Speedication No. C.114.ER.O.EO l P!LCR14 suPLiftfD f[$ POW 1( $PfCTRA Biotopical thield Walt . (Levetion 81.8 . Mass Point 18 i
' i horisontal DBE a
j FREQ. % Dartping (Hz) 4 4 2 5 7 l 0.10 0.00 0.00 0.00 0.00 l 2 20 0.60 0.45 0.40 0.34 i 3.80 2.93 2.17 1.93 1.52
$.$0 2.v3 2.17 1.93 1.52 10.00 0.50 0.48 0.43 0.40 15.00 0.50 0.48 0.43 0.40 18.00 0.31 0.31 0.31 0.31 i 30.00 0.31 0.31 0.31 0.31 i .
l
, norizontet $5E i
tRtc. % Damping
- (Mt) 2 4 $ 7 1 0.10 0.00 0.00 0.00 0.00 ,
i 2.20 1.13 0.64 0.75 0.64 3.80 $.49 4.07 3.62 2.85 l 5.$0 5.49 4.07 3.62 2.85 10.00 0.94 0.90 0.81 0.73 q 15.00 0.94 0.90 0.81 0.75 18.00 0.$4 0.58 0.58 0.58 i
. 30.00 0.58 0.$8 0.58 0.$5 4
i 4
e
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N Specification No. C-114-ER-0-E0 l
ermutc REACTOR VESSEL AND PEDESTAL 110RIZONTAL SPECTRA i
4 Sheet C-1 lINFORWAfiONl ONLY l
i~::='~j .
j Sp:cification No. C 114 ERCEO *~
i l
l 'o eg o 2:o j 2o I5 o Mo
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- yo ---wmr M
q 'I O e
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-! G o sig g 270 st o g i a r &
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= 200<EL55.20ts - n ,
a > o k E k 'E 0 No 37 s
0 3 29 o o 9 '30 g
. 2 z, [ Et. 47.2'1 u wo o
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s ..
4 a2 9
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Reactor Vessel and Pedestal Mathematical Model from Reference 5 f
w ,.w i s, j iNronuation
%eet M
, ONLY l *a;;',*;" ** !
. 1 PILGRIM AMPLIRED RESPONSE SPECTRA 8
l!
28 Reactor Pedestal - Elev .15.4 -- Mass Point 40
!j, 5
'5 F-
._._i : 4 Dampngs: 1/2.12.3.5%
l Horizontal CE For SSE.rrxitiply by 1.875 s.2 ,
l
~
1.1 i
l 09 a
_3 M C 5 3 06 2 8 i m 9 2 or L o g i k 06 E m 1 0.5 I
%Q
- I t c.4 w
-f t y
os _L1/
x
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- w -
~
0.1 m o
O g g ; i r r t ; , g g g ; , g 3 2 6 10 14 s3 2? 26 30 34 e O
3 mw** 2 ef t91 0+
Frequency (Hz) z o
9
?
6 rh O
7 I
_ .s a
Speckscation No. C.114.ER.O.EO
~
PILCtlM AMP 4tfit0 AtlF0Nst EPt0124 tesetor Peoestet . tiev. 15.4 . Mass Point 40 (Ps9e 1 of 4) nortiontet 081 Morisontet lit
$400. .
(M3) 1/2 1% 2% 31 5% 1/2 il II 3% SI 2.020 0.156 0.137 0.120 0.115 C.098 0.293 0.257 0.225 0.216 0.184 2.040 0.157 0.139 0.133 0.125 0.104 0.294 0.261 0.249 0.234 0.195 2.060 0.195 0. "o 0.150 0.140 0.111 0.366 0.336 0.296 0.263 0.208 2.090 0.259 0.227 0.185 0.157 0.119 0.466 0.426 0.347 0.294 0.223 2.110 0.303 0.265 0.211 0.174 0.128 0.568 0.497 0.396 0.326 0.240 2.130 0.330 0.292 0.231 0.188 136 0.619 0.548 0.433 0.353 0.255 2.150 0.355 0.315 0.248 0.202 0.,146 0.666 0.591 0.!65 0.379 0.214 2.170 0.3t? 0.3J7 0.265 0.213 0.154 0.726 0.632 0.491 0.3 99 0.289 2.2L0 0.421 0.163 0.278 0.220 0.141 0.789 0.6B1 0.521 0.413 0 302 2.120 0.446 0.3 76 0.281 0.228 0.166 0. f,36 0.705 0.521 0.428 0.311 2.240 0.446 0. 3 7t, 0.281 0.229 0.169 0.836 0.705 0.521 0.429 0.317 3.040 0.466 0.3 76 0.281 0.229 0.169 0.836 0.705 0.527 0.429 0.311 3.070 0.437 0.363 0.279 0.229 0.169 0.819 0.681 0.423 0.429 0.311 3.100 0.380 0.326 0.262 0.221 0.168 0.713 0.611 0.491 0.414 0.315 3.140 0.361 0.296 0.233 0.207 0.164 0. C7 0.555 0.437 0.32.8 0.308 3.170 0.361 0.296 0.222 0.192 0.160 0.677 0.555 0.416 0.360 0.300 3.200 0.361 0.296 0.222 0.19' O.155 0.6 77 0.555 0.416 0.358 0.291 3.240 0.361 0.296 0.222 0.191 0.151 0.6*7 0.555 0.416 0.358 0.283 3.270 0.361 0.296 0.122 0.191 0.157 0.671 0.555 0.416 0.358 0.294 3.300 0.361 0.296 0.222 0.196 0.161 0.671 0,368 0.555 0.416 0.302 3.340 0.361 0.296 0.231 0.205 0.166 0.677 0.555 0.433 0.?$4 0.311 3.370 0.361 0.296 0.240 0.213 0. 74 0.6'77 0.555 0.45L 0.399 0.326 3.410 0.361 0.296 0.245 0.219 0.181 0.677 0.555 0 459 0.411 0.339 3.450 0.361 0.296 0.247 C.223 0.186 0.677 0.555 0.46J 0.418 0.349 3.480 0.361 0.296 0.247 0.225 0.190 0.671 0.555 0.463 0.422 0.3t6 3.M0 0.361 0.296 0.247 0.225 0.194 0.677 0.555 0.463 0.422 0.364 3.560 0.361 0.256 0.247 0.227 0.197 0.677 0.155 0.463 0.426 0.369 3.590 0.361 0.256 0.247 0.231 0.200 0.6 77 0.555 0.463 0.433 0.3 75 3.630 0.361 L 296 0.254 0.239 0.204 0.6 77 0.555 0.4 76 0.448 0.333 3.670 0.361 0.304 0.280 0.252 0.212 0.677 0.570 0.525 0.473 0.398 3.710 0.394 0.370 0.323 0.281 0.219 0. 739 0.694 0.606 0.527 0A11
- 3. 75 0 0.523 0.461 0.372 0.311 0.234 0.98: 0.864 0.698 0.583 0.439 -
3.790 0.639 0.539 0.4'3 0.336 0 247 i.i98 1.011 0.774 0.630 Us63 3.h30 0.730 0.598 0.436 0.349 0.2% 1.369 1.121 0.818 0.654 0.47t 3.870 0.769 0.630 0.466 0.370 0.267 1.442 1.181 0.874 0.694 0.501 3.910 0.775 0.649 0.493 0.401 0.299 1.453 1.217 0.924 0. 7$2 0.41 3.950 0.801 0.659 0.512 0.434 0.326 1.502 1.236 0.960 0.814 0.611 3.990 0.823 0.715 0.544 0.461 0.349 1.543 1.341 .1.020 0.864 0.e54 4.030 0.963 0.844 0.639 0.497 0.369 1.806 1.583 1.198 0.932 0.692 4.070 1.240 1.013 0.717 0.541 0.354 2.375 1.d?? 1.344 - 1.014 0.720 4.120 1.433 1.120 0.750 0. %3 6.393 2.691 2.100 1.406 1.037 0. 73 7 4.160 1 .4 73 1.120 0 . 75 0 0.553 J.394 2.762 r.100 1,404 1.c37 0. 73 9 SBS/moc0.ornii2 23 6&
I Monuatio* Sheet C-4 I ONLY ll
Speelfication No C.114.ER 0 EO P!LotlM AMPLiftt0 t!$PON$t 5PICTAA j Asutor recentet
- Stev.15.4 Mass Point 40 (Depe 2 of 4) 1
- horisontat CBE Morizontet f51 1
i
- freq.
j (kt) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
... . .. . .... ....... . 4............ ........... .............................
l 5.630 1.473 1.120 0.75 0 0.553 0.394 2.762 2.100 1.406 1.037 0.739 1 5.600 1.4 73 1.106 0.722 0.553 0.394 2.762 2.074 1.354 1.037 0. 73 9 l }.750 1.226 0.967 0.693 0.539 0.386 2.299 1.813 1.299 1.011 0.724 l 5.810 0.985 0.811 0.613 0.499 0.3 72 1.847 1.521 1.149 0.936 0.698
! 5.870 0.926 0.693 0.507 0.4!0 0.353 1. 736 1.299 0.951 0.k4 0.662
! 5.940 0.926 0.693 0.410 0.336 1.736 1.299 0.885 0.769 0.472 0.630 6.000 0.926 0.693 0.472 0.391 0.322 1.736 1.299 0.885 0.733 0.604
- 6.060 0.926 0.693 0.472 0.386 0.311 1.736 1.299 0.885 0. 724 0.583
{ 6.120 0.926 0.693 0.472 0.386 0.302 1. 736 1.299 0.885 0.724 0.566 4
6.100 e 526 0.693 0.472 0.386 0.295 1. 73 6 1.2c" 0.835 0.724 0.553 6.390 0.926 0.693 0.472 0.326 0.295 1. 73 6 1.299 0.885 0.724 0.553 j{ 6. 50 0.926 0.691 0.472 0.386 0.294 1. 736 1.299 0.885 0.724 0.551 j 6.520 0.926 0.693 0. 4 '2 0.378 0 28f 1.736 1.299 0.885 0.709 0.542 1 6.590 0.926 0.693 0.4 72 0.367 0.281 1.736 1.299 0.885 0.688 0.527 6.660 0.J95 0.693 0.4 72 0.367 0.281 1.678 1.299 0.885 0.688 J.527 6.730 J.893 0.693 0.472 0.366 0.281 1.674 1.299 0.885 0.686 0.527 j 6.800 0.774 0.617 0.438 0.352 0,279 1.451 1.157 0.821 0.660 0.523 1
6.870 0.748 0.552 0.386 0.340 0.274 1.403 1.035 0. 724 0.638 0.514
- 6.940 0.595 0.497 0.380 0.325 0.266 1.116 0.932 0.713 0.609 0.499 I
7.020 0.559 0.458 0.360 0.306 0.256 1.048 0.259 0.675 0.574 0.480
?.090 0.559 0.458 0.345 0.286 0.246 1.048 0.859 0. 64 7 0.536 0.461 7.170 0.559 0.458 0.345 0.284 0.235 1.048 0.859 0 *47 0.533 0.441 7.240 0.559 0.458 0.345 0.284 0.22> 1.048 0.859 0.64 7 0.533 0.422 i
- 7.320 0.5M C.458 0.345 0.284 0.220 1.048 0.859 0.647 0.533 0.413 7.630 0.559 0.458 0.345 0.284 0.220 1.048 0.859 0.647 0.533 0.413 7,710 0.554 0,458 0.345 0.204 0.220 1.039- 0.859 0.647 0.533 *..413 7.790 0.482 0.412 0.329 0.279 0.220 0.904 0. 773 0.617 0.523 0.413 7.870 0.482 0.379 0.298 0466 0.219 0.904 0.711 0.559 0.499 - 0.411 7.960 0.C2 0.3 79 0.285 0.252 0.2% 0.904 0.711 0.534 0.4 73 0.405
- 8.040 0.482 0.37^ 0.285 0.245 0.211 0.904 0.711 0.534 0,459 0.396 1 8.120 0.48k 0.379 0.285 0 238 0.204 0.904 0.711 0.534 0.446 0.383 I 8.210 0.482 0.379 0.285 0.237 0.196 0.904 0.711 0.534 0.444 0.368 _
! 8.470 0,482 0.3 79 0.285 0.237 0.196 0.904 0.711 0.534 0.444 0.368 4
8.560 0.392 0 116 0.271 0.236 0.196 0. 735 0.593 0.508 0.443 0.368
- 8.650 0.392 0.314 0.265 0.234 0.196 0. 73'. 0.529 0.497 0.439 0.368 l 8.740 0.392 0.300 0.248 0.227 0.196 0.735 0.563 0.465 0.476 0. 34.J 8.830 0.367- 0.296 0.236 0.218 0.195 0.688 0.555 0.443 0.409 0.366 i 8.930 0.359 0.296 0.236 0.216 0.194 - 0.673 0.555 n.443 0.405 0.364 9.020 0.359 0.296 0.236 0.21e -0.193 0.6 73 0.555 0.443 0.405 r.362 a
9.110 0.?$9 0.296 0.235 0.213 0.191 0.6 73 0.555 0.441 0.399 0.353 9.210 0.359 0.296 0 235 0.208 0.188 0.673 0.555 0.441 0.390 0.353 9.310 0.359 0.296 0.235 0.2a8 0.185 0.6 73 ' O.555 0.441 0.390 0.3*7 i
i 1
988/r'o40.prtv12 23 85 i w oi'wanoM Shee C 5
! om l *", r:.*,' !
- , - - - - . . , , , , . - , - .w..-c
.,,v - ..,-.,w=-, - - - , s.~~-.n-.-- -n,. -~..o, . ~ . - - , , ,
SpecNication Na C414 ER.O.EO PlLCRIM AMPLill!0 kilP0hlt EP(01RA Reactor Pedette! flev.15.4 Mats Polet 40 (Page 3 of 4)
Norttentet CBt Horizontal $5!
I f rq . *
(MI) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
9.400 0.378 0.320 0.255 0.r18 0.133 0.709 0.600 0.478 0.409 0.343 9.500 0.378 0.320 0.258 0.22.2 0.183 0.709 0.600 0.4 84 0.416 0.343 9.700 0.378 0.320 0.258 0.222 0.183 0.709 0.600 0.484 0.416 0.343 9.810 0.400 0.320 0.258 0.222 0.183 0. 75 0 0.600 0.484 0.416 0.343 10.120 0.400 0.320 0.255 0.222 0.183 0. 75 0 0.600 0.484 0.416 0.343 10.230 0.400 0.320 0.258 0.222 0.181 0.750 0.600 0.484 0.416 0.339 10.330 0.400 0.320 0.258 0.226 0.185 0. 75 0 0.600 0.4 84 0.424 0.347 10.440 0.467 0.358 0.274 0.233 0.188 0.876 0.671 0.514 0.437 C.353 10.550 0.467 0.358 0.174 0.233 0.190 0 876 0.671 0.514 0.437 0.356 10.890 0.667 0.358 0.2 74 0.233 0.190 b.876 0.671 0.514 0.437 0.356 11.000 0.512 0.379 0.274 0.233 0.190 0.960 0.711 0.514 0.437 0.356 11.120 0.602 0.404 0.274 0.233 0.191 1.129 0. 75 8 0.514 0.437 0.358 11.240 0.602 0.404 0.282 0.239 0.194 1.129 0. 75 8 0.529 0.448 0.3 64 11.350 0.602 0.406 0.308 0.253 0.196 1.129 0.761 0.578 0.4 74 0.368 11.470 0.602 0.406 0.308 0.254 0.196 1.129 0.761 0.578 0.476 0.368 12.470 0.602 0.406 0.308 0.254 0.196 1.129 0.761 0.578 0.476 0.3 68 12.610 0.602 0.406 0.315 0.263 0.200 1.129 0.761 0.59' O.493 0.3 75 12.740 0.602 0.439 0.323 0.264 0.200 1.129 0.823 0.606 0.495 0.3 73 13.140 0,602 0.439 0.323 0.2 64 0.200 1.129 0.823 0.60A 0.495 0 .3 75 13.280 0.602 0.439 0.323 0.2 64 0.208 1.129 0.823 0.606 0.495 0.390 13.420 0.602 0.439 0.323 0.2 66 0.214 1.129 0.823 0.606 0.499 0.401 13.560 0.602 0.439 0.323 0.2 73 0.218 1.129 0.823 0.606 0.512 0.409 15.220 0.602 0.439 0.323 0.2 73 0.218 1.129 0.823 0.606 0.512 0.409 15.380 0.574 0.439 0.323 0.2 73 0.218 1.076 0.823 0.606 0.512 0.409 17.430 0.5 74 0.439 0.3 0.2 73 t.218 1.076 0.823 0.606 0.512 0.409 17.620 0.469 0.394 0.318 0. 2 73 0.218 w.879 0 . 73 9 0.596 0.512 0.409 18.560 0.469 0.394 0.318 0.2 73 0.218 0.879 0. 73 9 0.596 0.512 0.409 18.760 0.469 0.394 0.318 0.272 0.217 0.879 0. 739 0.596 0.510 0.407 18.950 0.465 0.374 0.302 0.263 0.215 0.872 0.701 0.566 0.493 0.403 19.150 0.465 0.374 0.295 0.248 0.209 0.872 0.701 0.553 0.465 0.392 19.360 0.465 0.374 0.295 0.248 0.202 0.8 72 0.701 0.553 0.465 0.3 79 19.5a 0 0.465 0.374 0.295 0.248 0.199 0.872 0.701 0.553 0.465 0.3 73
~~
t 20.180 0.465 0.3 74 0.295 0.248 0.199 0.BT2 0.701 0.553 0.465 0.3 73 20.300 0.458 0.374 0.??5 0.248 0.199 0.859 0.701 0.553 0.465 0.3 73 20.610 0.458 0.368 0.287 0.242 0.196 0.859 0.690 0.538 0.454 0.3 68 20.830 0.437 0.334 0.262 0.227 0.190 0.819 0.626 0.491 0.426 0.356 21.040 0.637 0.334 0.262 0.223 0.182 0,819 0.626 0.491 0.418 0.341 21.270 0.437 0.334 0.258 0.223 0.178 0.819 0.626 0.484 0.418 0.334 21.490 0.437 0.334 0.251 0.219 0.1 75 0.819 0.626 0.471 0.411 0.328 21.720 0.437 0.334 0.249 0.211 0.170 0 L.d 0.626 0.467 ' O.396 0.310 21.940 0,383 0.300 0.231 0.198 0.163 0.718 - 0.563 0.433 0.371 0.306 22.170 0.383 0.300 0.231 0.198 0.161 0.718 0.563 0.433 0.371 0.302 e saaom s . 12 23 88 IN F ORM & TION ON" Sheet C4 l '".,*7,17/ * !
...___j
___ Specaheation N3. C.114.ER.O.EO 4
d PlLCRIN ANPLIFIED tt$Pohlt EPIC 1tA keertor Peoestet . Elev.15.4 . Ness Point 40 (Pepe 4 of 4) 1 i
. Morizontet 06t Norltontal 151 1
freg.
(ht) 1/2 1% 2% 3% 5% 1/2 1% ' 2% 3% 5%
22.640 0.383 0.300 0.231 0.198 0.161 a.718 0.563 0.433 0.371 0.302 22.880 0.353 0.300 0.231 0.196 0.161 0.718 0.543 0.433 0 368 0.302 I
23.120 0.351 0.300 0.231 0.196 0.110 0.714 0.563 0.'.33 0.368 0.300 i 23.360 0.381 0.300 0.231 0.196 0.160 0.714 0.563 0.433 0.368 0.300 i
23.610 0.381 0.299 0.229 0.196 0.160 0.714 a.561 0.429 0.3t8 0.300 23.860 0.381 0.296 0.229 0.196 0.160 U.714 0.555 0.429 C.368 0.300 24.110 0.335 0.276 0.228 0.196 0.160 0.628 0.518 0.428 0.36' O.300
. 24.360 0.335 0.276 0.223 0.193 0.160 0.628 0.518 0.418 0.3C 0.300 24.620 0.326 0.266 0.212 0.187 0.158 0.611 0.499 0.398 0.351 0.296 24.850 0.326 0.266 0.212 0.183 0.155 0.611 0.499 0.398 0.343 0.291 29.100 0.326 0.266 0.212 0.183 0.155 0.611 0.499 0.398 0.343 0.291 4
29.410 0.326 0.266 0.212 v.103 0.154 0.611 0.499 0.395 0.343 0.289 l t 29.720 0.293 0.254 0.204 0.178 0.151 0.549 0.476 0.383 0.334 0.283 l 30.030 0.276 0.220 0.127 0.168 0.147 0.518 0.413 0.351 0.315 0.276 !
30.350 0.276 0.220 0.181 0.159 0.141 0.518 0.413 0.339 0.298 0.264 30.670 0.276 0.220 0.181 0.1*9 0.136 0.518 0.413 0.339 0.298 0.255 30.990 0.276 0.220 0.181 0.159 0.131 0.518 0.413 0.139 0.298 0.246 33.340 0.27o 0.220 0.181 0.159 0.131 0.518 0.413 0.339 0.298 0.246 13.690 0.266 0.220 0.181 0.159 0.131 0.1.99 0.413 0.339 0.298 a.246 1
1 i
i a
i i
i a
d' E
r a 9S!/mp40.ptn/12 23 88 SNromustiow Sheet C-7 oNLY 1 e $! $
. t l
I I
3,
, PILGRIM AMPLIFIED RESPONSE SPECTRA l* %y g Reactor Pedestal- Elev. 21.7 - Mass Point 39 l
!!= t7 _ '
- 5 z r u __
,e Darrongs- 1/2.1. 2. 3. 5%
Horizmtal CBE i
5 For SSE.trudt: ply by 1.875 f i4 -
1.3 - ' '
~
1.2 1.1
[C3 g 1,0 -
1
?
g
- m 2
0.9 -
d O
6 -8 08 O
0
- 'C o.7 - s- 1 i
s
- 0. 6 --
71*
% 1 ' .s i
l
(
4 .
% s .
i 05 - - *
- O.4 - I' > 1 ' *
- I
(.
_ I E '
\ x cn 1
4 N -
C1 -----y T -- - .g : ) ~ ~ y --- F -- T- - I--- 1-' r--- 3-- t- i i 3 5 g
i 2
2 6 10 14 18 22 26 30 34 _
41 g
~ * * *
- Frequency (Hz)
- 2
- i tvi 1
4 Q
l .O e
i
- I .
l
+..
Pitca10 AMPLIFit0 tt6PONSE 5FIC7tA tenctor Podestal . Ster. 21.7 . Nase Point 39 (Pe9e 1 of 4)
Norittetel 06! NoPIRCntel III Frn.
l (pt) 1/2 11 2% 31 51 1/2 11 21 , 3% $*
2.02 0.503 0.425 0.319 0.258 0.192 0.943 0.797 0.598 0.4 84 0.360
- 2.71 0.503 0.425 0.319 0.258 0.192 0.943 0.797 0.598 0.484 0.360 l 2.74 0.481 0.401 0.310 9.257 0.192 0.702 0.752 0.581 0.482 0.360 2.77 0.407 0.351 0.236 0.245 0.190 0.763 0.658 0J36 0.459 0.356 2.80 0.381 0.314 0.252 0.228 0.185 0.714 0.589 0.4 73 0.428 0.347 2.82 0.381 0.314 0.236 0.213 C.180 0.714 0.589 0.443 0.399 0.338 l 2.85 0.381 0.314 0.236 0.204 0.1 75 0.714 0.St9 0.443 0.383 0.328 l 2.88 0.381 0.314 0.236 0.205 0.171 0.714 0.589 0.443 0.384 0.321 l 2.91 0.381 0.314 0.236 0.213 0.176 0.714 0.589 0.443 0.399 0.330 2.95 0.381 0.314 0.246 0.219 0.180 0.714 0.589 0.461 0.411 0.338 2.98 U.3et 0.314 0.258 0.229 0.187 0.714 0.589 0.484 0.429 0.351 3.01 0.381 0.314 0.265 0.23 7 0.194 0.714 0.589 0.497 0.444 0.3 64 3.04 0.381 0.314 0.269 0.242 0.201 0.714 0.589 0.5 04 0.454 0.377 3.07 0.381 0.314 0.270 0.245 0.206 0.714 0.589 0.5D6 0.459 0.386 !
3.10 0.381 0.314 0.270 0.246 0.210 0.714 0.589 0.506 0.461 0.394 j 3.14 0.381 0.314 0.270 0.246 0.213 0.714 0.589 0.506 0.461 0.3 99 3 17 0.381 0.314 0.270 0.247 0.216 0.714 0.589 0.506 0.463 0.405 3.20 0.381 0.314 0.270 0.252 0.219 0.714 0.589 0.506 0.4 73 0.411 3.24 0.381 0.314 0.2 77 0.261 0.224 0.714 0.589 0.519 0.489 0.420 3.27 0.381 0.327 0.299 0.275 0.232 0.714 0.613 0.561 0.516 0.435 3.30 0.435 0.402 0.145 0.297 0.240 0.816 0.754 0.64 7 0.557 0.4k0 3.34 0.567 0.494 0.394 0.328 0.245 1.063 0.9d 0. 739 0.615 0.459 3.37 0.6&6 0.5 77 0.431 0.. ' i D.257 1.286 1.0 73 0.808 0.658 0.482 3.41 0.794 0.654 0.483 0.366 0.285 1.489 1.226 0.906 0.724 0.534 3.45 0.845 0.692 0.514 0.418 0.7,22
- 1.584 1.?98 0.964 0.784 0.604 3.48 0.886 0.706 0.56) 0.467 0.355 1.661 1.324 1.052 0.876 0.666 3.52 0.896 0.762 0.581 0.502 0.385 1.680 1.429 1.089 0.941 0.722 3.56 0.978 0.865 0.666 0.536 0.410 1.834 1.622 1.249 1.005 0.769 3.59 1.204 1.035 0. 772 0.597 0.432 2.258 1.941 1.448 1.119 0.810 3.63 1.519 1.222 0.851 0.639 0.448 2.848 2.291 1.596 1.198 0.840 3.67 1.6M 1.300 0.867 0.640 0.456 3.161 2.438 1.626 1.200 0.855 5.02 1.686 1.300 0.867 0.640 0.456 3.161 2.438 1.626 1.230 0.855 5.07 1.643 1.235 0.832 0.639 0.454 3.081 2.316 1.560 1.198 0.851 5.13 1.323 1.079 0.784 0.616 0.443 ~
2.481 2.023 1.470 1.155 0.831 5.18 1.223 0.936 0.682 0.567 0.424 2.293 1.755 1.279 1.063 0.795 5.24 1.223 0.936 0.625 0.511 0.402 2.293 1. 755 1 .1 72 0.958 0.754 5.29 1.223 0.936 0.625 0.476 0.385 2.293 1 . 755 1.172 0.893 0.722 5.35 1.223 0.936 0.625 0.3 72 2.293 1. 755 1 .1 72 0.893 0.698 5.40 1.223 0.936 0.625 0.w . 0.361 2.293 1.75 5 1.172 0.893 0 677 5.46 1.223 0.U6 0.625 0.476 0.357 2.293 1.755 1.1 72 0.893 0.669 5.94 1.223 0.936 0.625 0.476 0.357 2.293 1.755 1.172 ,0.893 0.669 6.00 1.150 0.898 0.611 0.468 0.356 2.156 1.684 1.146 0.878 0.668 988/ m39. pen /1 10 89 Sheet C-9 INFOmMATiON ONLY
- ".7.0,0."' !
.. _. . . . - - . . . , -~ . - - - . - .- _- - - - ..
PILCalm AMPLlfitD RES*0hlt $P!CitA teactor Peoestal
- tiev. 21.7
- Moss Point 39 (Page 2 of 4)
Norisontal C4! Norf acNel 85E 1
- F rK.
l (kg) 1/2 11 2% 31 5% 1/2 1% Ft 31 51 6.06 0.951 0.764 0.553 0.444 0.351 1.783 1.433 1.037 0.833 0.658 j 6.12 0.898 0.673 0.481 0.422 0.342 1.684 1.262 0.902 0.791 0.641
- 6.19 0.661 0.5 75 0.453 0.399 0.330 1.239 1.078 0.849 0.748 0.619 6.25 0.639 0.528 0.423 0.3 73 0.317 1.198 0.990 0.793- 0.699 0.594 6.!J 0,639 0.528 0.399 0.146 0.302 1.198 0.990 0.748 0.649 0.566 f 6.39 0.639 0.528 0.3 79 0.335 0.288 1.198 0.990 0.748 0.628 0.540 6.45 0.639 0.528 0.3 99 0.335 0.273 1.198 0.990 0.748 0.628 0.516 6.52 0.639 0.528 0.399 0.335 0.266 1.198 0.990 0.748 0.628 0.499
, 6.80 0.639 0.528 0.3 99 0.3M 0.266* 1.198 0.990 0.748 0.628 0.499 i 6.87 0.614 0.515 0.399 0.333 0.266 1.151 0.966 0. 74 8 0.628 0.4 99 n 6.9. 0.556 0.451 0.376 0.327 0.264 1.043 0.646 0.705 0.613 0.495 7.02 0.556 0.442 0.343 0.312 0.259 1.043 0.829 9.643 0.585 0.4 86 7.09 0.M6 0.442 0.340 0.297 0.254 1.043 0.829 0.638 0.557 0.476 7.17 0.556 0.442 0.340 0.287 0.247 1.043 0.829 0.638 0.538 0.463 7.24 0.550 0.442 0.340 0.2 84 0.239 1.031 0.829 0.638 0.533 0.448 i
7.47 0.550 0.442 0.340 0.284 0.234 1.031 0.829 0.638 0.533 0.439
, 7.55 0.543 0.442 0.340 0.284 0.234 1.018 0.829 0.638
? 0.533 0 439 7.63 0.486 0.397 0.324 0.282 0.234 0.911 0.744 0.608 0.529 0.439
- 7.7) 0.486 0.397 0.318 0.2 79 0.214 0.911 0.744 0.596 0.523 0.439 j 7.79 0.476 0.356 L289 0.268 0.234 0.893 0.68 0.542 0.503 0.439 7.87 0.47o 0.356 0.288 0.260 0.233 0.893 0.668 0.540 0.488 0.437 7.06 0.437 0.351 0.288 0.260 0.231 0.819
- 0.658 0.540 0.488 0.433 8.04 0.417 0.351 0.28! 0.260 0.229 0.782 0.658 0.540 0.488 0.429 f 12 0.416 0.345 0.278 0.254 0.226 0.780 0.647 0.511 0.476 1
0.424 8.21 0.416 0.345 0.269 0.242 0.222 0.780 0 647
- 0.504 0.454 0.416
, 8.30 0.416 0.145 0.269 0.24b 0.218 0.780 0.647 0.504 0.450 0.409 l 8.38 0.416 0.356 0.287 0.247 0.215 0,780 0.668 0.538 0.463 0.403 i s.47 0.414 0.356 0.287 0.250 0.213 0.776 0.668 0.538 0.469 0.3 99 8.56 0.414 0.356 0.287 0.250 0.215 0.776 0.668 0.538 0.469 0.399 8.65 0.422 0.356 0.287 0.250 0.213 0.791 0.668 0.538 0.469 0.399 i 8.93 0.422 0.356 0.287 0.250 0.213 0.791 0.668 0.538 0.469 0.3 99 l 9.02 0.422 0.356 0.287 0.250 0.212 0.791' O.668 0.538 0.469 0.398 9.11 0.422 0.356 0.287 0.250 0.210 0.791 0.668 0.538 0.469 0.39/
9.21 0.422 0.366 0.296 0.258 0.210 0.791 0.686 0.555 0.484 0.3 94 1
9.31 0.492 0.396 0.311 0.265 0.214 0.923 0.743 0.583 0.497 0.401 9.40 0.492 0.396 0.311 0.265 0.216 0.923 0.743 0.583 0.497 0.405 9.50 0.492 0.396 0.311 0.265 0.216 0.023 0.743 0.583 0.497 0.405 9.60 0,492 0.396 0.311 0.265 0.216 0.923 0.743 0.583 0.497 0.405 9.70 0.570 0.417 0.3 M 0.265 0.216 1.069 0.782 0.583 0 497 0.405 9.81 0.584 0.443 0.311 0.265 0.217 1.095 0.831 0.583 0.497 0.407 2
9.91 0.708 0.4 75 0.311 0.265 0.221 1.!28 0.891 0.583 0.497 0.414 t
958/m39. pen /1 10 89 Sheet C-10 INFORMat:0N ONLY
.[E. ]
l' _
Specification No. C 114.ER.O.EO +
PILCRIM AMPtif f tp Rs5 POW $2 $PECTRA Reactor Pedestat
- fiev. 21.7
- Moss Point 39 (Page 3 of 4)
Horizontet 08E Norisontal $1E 1
f f eQ. .
(Ma) 1/2 11 2% 31 5% 1/2 it 2% 3% 5%
10.01 0.708 0.479 0.341 0.283 0.226 1.328 0.898 0.639 0.531 0.424 10.12 0.708 0.479 0.361 0.297 0.228 1.328 0.898 0.6 77 0.557 0.428 10.77 0.708 0.479 0.361 0.297 0.228 1.328 0.898 0.677 0.557 0.428 10.29 0.708 0.4 79 0.361 0.297 0.230 1.328 0.898 0.677 0.557 0.431 11.00 0.708 0.4 79 0.361 0.307 0.240 1.328 0.898 0.6 77 0.576 0.450 11.12 0.708 0.4 79 0.377 0.322 0.247 1.328 0.898 0.707 0.604 0.463 11.24 0.708 0.513 0.403 0.333 0.252 1.328 0.962 0.756 0.624 0.4 73 11.35 0.708 0.543 0.4D4 0.333 0.252 1.328 1.018 0. 75 8 0.624 0.4 73 11.47 0.708 0.543 0.404 0.333 0.252 1.328 1.018 0. 75 8 0.624 0,4 73 11.59 0.708 0.543 0.404 0.333 0.258 1.328 1.018 0. 75 8 0.624 0.484 11.72 0.7c8 0.543 0.404 0.333 0.270 1.328 1.018 0.758 0.624 0.506 1 1. 64 0.708 0.543 0.4 04 0.343 0.281 1.328 1.018 0.758 0. 64 3 0.527--
11.96 0.708 0.543 0.418 0.360 0.289 1.328 1.018 0.764 0. 6 75 - 0.542 12.00 0.708 0.543 0.433 0.369 0.293 1.328 1.018 0.812 0.692 0.549 13.56 0.708 0.543 0.433 0.369 0.293 1.328 1.018 0.812 0.692 0.549 13.71 0.675 0.543 0.433 0.369 0.293 1.266 1.018 0.812 0.692 0.549 15.54 0.6 75 0.543 0.433 0.369 0.293 1.2 66 1.018 0.812 0.692 0.549 15.70 0.651 0.539 0.433 0.369 0.293 1.221 1.011 0.812 0.692 0.549 16.54 0.651 0.539 0.433 0.369 0.293 1.221 1.011 0.812 0.692 0.549 16.72 0.651 0.539 0.427 C.365 0.292 1.221 1.011 0.801 0.684 0.548 16.89 0.638 0.514 0.3 99 0.350 0.287 1.196 0.748 0.9 64 0.656 0.538 17.07 0.638 0.514 0.389 0.330 0.2 79 1.196 0.964 0.729 0.619 0.523 17.25 0.638 0.514 0.389 0.324 0.270 1.196 0.9 64 0. 72 9 0.608 0.506 17.43 0.638 0.514 0.389 0.324 0.259 1.196 0.9 64 0.729 0.608 0.486 17.62 0.638 0.514 0.389 0.324 0.257 1.196 0.964 0. 729 0.608 0.482 18.18 0.638 C 4 0.389 0.324 0.257 1.196 0.9 64 0.729 0.608 0.482 18.37 0.610 0.477 0.370 0.314 0.253 1.144 0.894 0.694 0.589 0.474 18.56 0.610 0.446 0.342 0.293 0.245 1.144 0.836 0.641 0.549 0.459 18.76 0.610 0.446 0.342 0.290 0.234 1.144 0.t36 0.64 1 0.544 0.439 18.95 0.610 0.438 0.332 0.289 0.229 1.144 0.821 0.623 0.542 0.429 19.15 0.610 0.438 0.326 0.281 0.225 1.144 0.821 0.611 0.527 0.422 19.36 0.610 0.438 0.317 0.2 68 0.217 1.144 0.821 0.594 0.503 0.407 19.56 0.516 0.380 0.294 0.251 0.206 0.968 0.713 0,471 0.551 0.386 19.76 0.516 0.380 0.294 0.251 0.200 0.968 0.713 0.551 0.471 0.3 75 19.97 0.516 0.3 77 0.294 0.251 0.200 0.968 0.707 0.551 0.471 0.375 20.18 0.516 0.377 0.294 0.251 0.200 0.968 0.707 0.551 0.471 0.3 75 20.39 0.516 0.377 0.266 0.247 0.200 0.9 68 0.707 0.536 0.463 0.3 75 20.61 0.4 68 0.3 77 0 .2 54 0.237 0.198 0.878 0.707 0.533 0.444 0.371 20,83 0.463 0.377 0.282 0.233 0.194 0.668 0. 70 7 0.529 0.437 0.3 64 21.04 0.446 0.358 0.269 0.225 0.168 0.t?6 0.671 0.5 04 . 0.422 0.353 21.27- 0.4 D6 0.333 0.264 0.225 0.164 0.761 0.624 0.503 0.422 0.345 21.49 0.354 0.314 0.261 0.224 0.164 0.664 0.589 0.489 0.420 0.345 98thm39.prn/12 23 88 IN F ORM ATION Sheet C.11 ONLY
- ".7:.".*f," !
Specification No c.114.ER.0-EO PIL0t!M AMPLIFit0 itsPO*tE SPE0fRA teactor Peoestet Elev. 21.7 Mass Point 39 (Page 4 of A)
Nortromtal OSE Hortiontet $5E l e vo.
(kt) 1/2 1% 2% 3% 5% 1/2 11
- 2% 3% 5%
21.72 0.354 0.3 D6 0.250 0.217 0.164 0.664 0.574 0.469 0.407 0.345 21.94 0.351 0.303 0.245 0.216 0.164 0.658 0.568 0.459 0.405 0.345 25.94 0.351 0.303 0.245 0.216 0.164 0.658 0.568 0.459 0.405 0.345 26.21 0.351 0.303 0.245 0.215 0.182 0.658 0.5 68 0.459 0.403 0.341 26.49 0.335 0.2S4 0.234 0.206 0.178 0.628 0.533 0.439 0.366 0.334 26.77 0.323 0.259 0.212 0.193 0.1 72 0.606 0.466 0.398 0.361 0.323 27,05 0.323 0.259 0.208 0.183 0.165 0.606 0.456 0.390 0.343 27.33 0.309 0.323 0.259 0.205 0.183 0.159 0.606 0.486 0.390 0.343 0.298 27.62 0.323 0.259 0.208 0.183 0.153 0.606 0.486 0.390 0.343 0.287 27.91 0.323 0.259 0.205 0.183 0.151 0.604 0.466 0.390 0.343 0.283 29.72 0.323 0.259 0.208 0.183 0.151 0.6,o 0.4 S6 0.390 0.343 0.283 30.03 0.312 0.'s59 0.208 0.183 0.151 0.585 0.4 56 0.390 0.343 0.283 30.35 0.312 0.259 0.207 0.181 0.151 0.585 0.486 0.385 0.339 0.283 30.67 0.278 0.221 0.193 0.174 0.149 0.521 0.414 0.362 0.326 0.279 30.99 0.276 0.221 0.172 0.165 0.147 0.521 0.414 0.323 0.309 0.276 31.32 0.278 0.221 0.1 70 0.158 0.144 0.521 0.414 0.319 0.296 0.270 31.e4 0.278 0.221 0.170 0.157 0.142 0.521 0.414 0.319 0.294 31.98 0.278 0.266 0.221 0.170 0.157 0.142 0.521 0.414 0.319 0.294 0.266 32.31 0.278 0.221 0.170 0.155 0.142 0.521 0.414 0.319 0.291 32.65 0.276 0.266 0.221 0.170 0.152 0.142 0.521 0.414 0.319 0.285 0.266 13.00 0.278 0.221 0.170 0.151 0.141 0.521 0.414 0.319 0.283 0.2 64 33.34 0 278 0.221 0.170 0.151 0.140 0 521 0.414 0.319 33.69 0.'78 0.283 0.263 0.221 0.170 0.151 0.139 0.521 0.414 0.319 0.283 0.261 l
983/PD39.orn/12 24 t3 i w onusvon Sheet C-12 l ONLY l ""MI,U*.' " I
L %
~l ; PILGRIM AMPLIFIED RESPONSE SPECTRA h; jf 6
Reactor Pedestal - Elev . 28.0 - Mass Point 38 ,
^
L-- 1.9 -
- - Dampings- 1/2.1. 2. 3. 5%
,e Horizontal CBE I For SSE.muttply by 1.875 l
,,7 l
1.6 '
1 1.4 m
1.3
- 3
- 1.2 -
- 1 l
E' 8 .- . .
gm . .
3
- r--
I l
O O.9 -
1 b i < m 1
08 -' .
, l o.7 - h >
h O.6 --
7 I
os- .
o.. 7 -
p 3
% - 5:
os- - - -
R "
~
- 0. 2 -
3 O1 - ; -- Y---t- r - ; -- -- r -- I " - T - - ' 1 ~ I --' ' t t' - - ' I -~ ~ . ! - - ~ i 2 6 10 14 18 22 26 30 34 __
s Prte3$2 erst 03 Frequency (Hz) y 9
?
m O
I v1JWY
Specification No. C 114.ER.0 EC-i 1
PILGilN AMPLlf ttD tilP08i5! SP!CTR4 J
teactor Peciestal
- tier. 28.0 Moss Point 38 (Pepe 1 of 4)
Morizontet 00f Morizontal 55E i
Freq.
, l (W ) 1/2 it 2% 3% $1 1/2 tt 21 , 3t 51
, 2.02 0.458 0.417 0.352 0.306 0.245 0.859 0.782 0.660 0.574 0.459 2.27 0.468 0.417 0.352 0.306 0.245 0.878 0.782 0.660 0.574 0.459 3
2.29 0.571 0.454 0.352 0.306 0.245 1.071 0.851 0.660 0.574 0.45$
2.49 0.5 71 0.454 0.352 0.306 0.245 1.071 0.851 0.660 0.5 74 0.459 I 2.52 0.57. 0.454 0.350 0.306 0.245 1.071 0.651 0.656 0.574 0.459 l 2.54 0.571 0.454 0.340 0.300 0.244 1.071 0.851 0.638 0.563 0.458 2.57 0.571 0.454 0.326 0.287 0.241 1.0 71 0.851 0.611 0.538 i
0.452
{- 2.60 0.571 0.454 0.326 0.269 0.235 1.071 0.851 0.611 0.5 04 0.441 2.63 0.571 0.454 0.326 0.269 0.231 1.071 0.851 0.611 0.504 0.433 J.80 0.571 0.454 0.326 0.269 0.231 1.071 0.851 0.611 0.504 0.433 j 2.82 0.571 0.454 0.326 0.262 0.230 1.071 0.tS1 0.611 0.491 0.431 l 2.85 0.571 0.454 0.326 0.261 0.227 1.071 0.851 0.611 U.489 0.426 2.88 0.571 0.454 0.326 0.261 0.223 1.071 0.8 I 0.611 0.489 0.418 2.91 0.571 0.454 0.326 0.261 0.218 1.071 0.851 0.611 0.489 0.409 2.95 0.571 0.454 0.326 0.261 0,213 1.071 0.851 0.611 0.489 0.3 99 2.98 0.571 0.454 0.326 0.261 0.2D8 1.071 0.851 0.611 0.489 0.390 l 3.01 0.571 0.454 0.326 0.261 0.210 1.071 0.851 0.611 0.489 0.394
- 3.04 0.571 0.454 0.326 0.261 0.210 1.071 0.851 0.611 0.489 0.394 3.07 0.571 0.454 0.326 0.261 0.212 1.071 I
0.851 0.611 0.489 0.398 3.10 0.571 0.454 0.326 0.261 0.218 1.071 0.851 0.611 0.48? 0.409 3.14 0.571 0.454 0.326 0.261 0.225 1.071 0.851 0.611 0.489 0.422
- 3.17 0.566 0.443 0.315 0.261 0.234 1.061 0.831 0.591 0.489 0.439 3.20 0.536 0.431 0.315 0.263 0.242 1.005 0.808 0.591 0.493 0.454 3.24 0.536 0.431 0.315 0.2 75 0.252 1.005 0.808 0.591 0.516 0,4 73 l 3.27 0.536 0.431 0.315 0.294 0.269 1.005 0.808 0.591 0.551 0.5 04 i 3.30 0.536 0.431 0.33? C.318 0.290 1.005 0.808 0.619 0.596 ^ 544 1 3.34 0.536 0.431 0.360 0.345 0.313 1.005 0.808 0.6 75 0.647 0.587
- 3.37 0.536 0.431 0.396 0.377 0.339
' 1.005 0.808 0.743 0.707 0.636 3.41 0.536 0.462 0.437 0.413 0.367
' 1.005 0.866 0.819 L. 774 0.688 3.45 0.536 0.5DS 0.482 0.454 0.398 1.005 0.953 0.904 0.851 0.746 3.48 0.582 0.567 0.537 0.502 0.432 1.091 1.063 1.007 0.941 0.810 3.52 0.679 0.655 0.608 0.558 0.465 1.2 73 1.228 1.140 1.046 0.878 3.56 0.834 0.782 0.697 0.623 0.506 1.564 1.466 1.307 1.168 0.949 3.59 1.036 0.940 0.799 0.693 0.543 1.943 1.763 1.498 1.299 1.018 3.63 1.247 1.102 0.899 0.760 0.5 77 2.338 2.066 1.6CS 1.425 1.082 l 3.67 1.467 1.?16 0.982 0.814 0.605
' 2.751 2.318 1.841 1.526 1.134 3.71 1.848 1.315 1.032 0.847 0.623 3.465 2.466 1.935 1.588 1.168 3.75 1.909 1.337 1.038 0.852 0.629 4 3.579 2.507 1.946 1.598 1.179 5.13 1.909 1.337 1.C38 0.852 0.629 3.5 79 2.507 1.946 1.598 1.1 79 5.18 1.606 1.310 0.996 0.827 0.622 3.011 2.456 1.868 1.551 1.166 5.24 1.494 1.212 0.910 0. 775 0.603 2.801 2.2 73 1.718 .1.453 1.131 5.29 1.494 1.203 0.916 0.747 0.5 77 2.801 2.256 1.718 1.401 1.082 l
1 9&B/m38. pen /1 10 89 Shett C-14 iINF0mWAfl0N j ONLY l "< g ,;,' ;
Specificat:on No. C.114.ER.O.EO ~
t
?
i PILCRIN AMPL]Fj[D RESPokSE $PE01RA j Reactor Pecestal . Elev. 28.4
- Mass Point (Page 2 of 4)
I 4 i NoH tontal OBE horltontal $$E '
Freo.
(u) 1/2 1% 2% 3% $1 1/2 1% M 3% 3% i
. .. ....... ... ... .................. ....................... .. ... . ...... i 4 5.35 1.494 1.203 0.416 0.747 0.547 2.801 2.2f6 1.718 1.401 1.026 5.40 1.494 1.203 0.916 0.747 0.543 2 601 2.25o 1.718 1.401 1.018 5.46 1.432 1.199 0.916 0.747 0.543 2.685 2.248 1.718 1.401 1,018
, 5.52 1.311 1.115 0.875 0.Te9 0.538 2.458 2.091 1.641 1.36i 1.009 5.57 1.238 0.967 0.807 0.695 0.526 2.321 1.813 1.513 1.303 0.986
! 5.63 1.238 0.95 *. 0.751 0.659 0.521 2.321 1.789 1.408 1.236 0.9 77 j 5.69 1.233 0.954 0.730 0.637 0.521 2.321 1.789 1.369 1.194 0.977
- 5. 75 1.238 0.954 0.725 0.637 0.521 2.321 1.789 1.359 1.194 0.9 77 5.81 1.225 0.922 0.725 0.637 0.521 2.297 1, 729 1.359 1.194 0.977 j 5 87 1.134 0.882 0.725 0.637 0.b21 2.126 1.654 1.359 1.194 0.9 /7 i 5.94 1.013 0.882 0.725 0.637 0.521 1.899 1.654 1.359 1.194 0 977 6.00 0.993 0.8$5 0. 725 0.637 0.521 1.856 1.622 1.359 1.194 0.977 6.06 U.9.9 0.849 0.722 0.632 0.516 1.779 1.592 1.354 1.185 0.968
- 6. 4 0.898 0.817 0.697 0.614 0.504 1.684 1.532 1.307 1.151 0.945 6.19 0.874 0.75 2 0.654 0.583 0.486 1.639 1.410 1.226 1.093 0.911 6.25 0.8 74 0.717 0.598 0.544 0.465 1.639 1.344 1. f r 1.020 0.872
- 6.32 0.8 74 0,717 0.556 0.501 0.441 1.639 1.34%
O 939 0.827 6.39 0.874 0.717 0.556 0.470 0.417 1.639 1.344 0.881 0.782 6.45 0. 874 0.717 0.556 0.470 0.392 1.639 1. 34 '. 1. L 0,881 0. 73 9 6.52 0.874 0.717 0.556 0.470 0.373 1.639 1.344 1.043 0.6d1 0.679 j 6.59 0.8 74 0.717 0.556 0.470 0.366 1.639 1.344 1.043 0.881 0.606 i 6.83 0.8 74 0.717 0.556 0.470 0.366 1.639 1.344 1.043 0.381 0.686 4 6.87 0.822 0.679 0.556 0.470 0.366 1.541 1.273 1.043 0,881
- 0.686 6.91. 0.822 0.632 0.541 0.466 0.365 1.541 1.185 1.014 0.874 0.684 7.02 0.822 0,618 0.524 0.45' O.358 1.541 1.159 0.983 0.851 0.671
- 7.09 0.822 0.618 0.506 0.434 0.346 1.541 1.159 0.949 0.814 0.649 1 7.17 0.822 0.614 0.464 0.404 0.331 1.541 1.151 0.870 0.758 0.621 7.24 0.620 0.527 0.6e9 0.367 0.313 1.163 0.988 0.804 0.688 0.587 7.32 0.585 0.499 a.418 0.367 0.298 1.097 0.936 0.784 0.688 0.559
. 7.39 0.585 0.499 s.418 0.367 0.298 1.097 0.936 0.784 OA88 0.559 7.47 0.384 0.499 0.412 0.362 0.297 1.095 0.936 0. 7 73 0.679 0.557 7.55 0.533 0.423 0.388 0.349 0.292 0.999 0.793 0.728 0.654 0.548 -
i 7.63 0 533 0.423 0.364 0.333 0.285 0.999 0.793 0.683 0.624 0.534 7.71 0.533 0.423 0.342 0.316 0.2 75 0.999 0.793. 0.641 0.593 0.516 1 7.79 0.523 0.423 0.342 0.M9 0.264 0. c,99 0.793 0.(41 0.561 0.495 7.87 0.533 0.423 0.342 0.289 0.252 0.999 0.793 0.641 0.542 0.473 7.96 0.533 0.423 0.342 0.289 ti.2t 3 0.999 0.793 0.641 0.542 0.450 BM 0.533 0.423 0.342 0.289 0.231 0.999 0.793 0.641 0.542 0.433 8.n 0.533 0.423 0.34) 0.289 0.231 0.999 0.793 0.641 0.542 0.433 8.47 0.573 0.423 0.342 0.289 0.238 0.999 0.793 0.641 0.542 0.446 8.56 0.533 0.423 . 0.342 0.289 0.248 0.999 0.793 0.641 0.542 0.465 8.65 0.533 0.423 0.342 0.293 0.258 0.999 0.793 0.641 0.549 0.484 I
t onn e '" - '12 23 88 l *"oTy"" j -
Sheet C-15 i
0"Cl" I
ts .
Specification No. C.114-ER.0-EO PiLCRIM AMPLIFl[0 #f $PDh$( $PECit4 Reactor Pedestet Elev. 28. mass Point 38 (Page 3 cf 4)
Horizontet OSE Horizontel $$E f
4 Freq.
- (Mr) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
8.74 0.533 0.423 0.342 0.301 0.268 0.999 0.793 0.641 0.564 0.503 8.33 0.572 0.439 0.342 0.316 0.279 1.0 73 0.823 0.641 . ,93 0.523 8.93 0 .5 72 0. 39 0.359 0.335 0.290 1.0 73 0.823 0.673 0.628 0.544 9.02 0.5 72 0.439 0.390 0.357 0.302 1.1 73 0.823 0.731 0.669- 0.566 9.11 0.618 0.509 0.431 0.3f's 0.312 1 i59 0.954 0.808 0.71! 0.585 i 9.21 0.661 0.576 0.465 0.397 0.319 1.239 1.080 0.8 72 0.744 0.598 9.31 0.689 0.600 0.475 0.401 0.322 1.292 1.125 0.891 0. 75 2 0.604 j 9.40 0.824 0.610 0.4 75 0.401 0.322 545 1.125 0.891 0.752 0.604 l 9.70 0.824 0.600 0.4 75 0.401 0.323 345 1.125 0.891 0. 75 2 0.606 9.81 0.824 0.600 0,4 75 0.401 0.330 1.545 1.125 0.891 0. 75 2 - 0.619 9.91 0.824 0.600 L. .
4 07 0.334 1.545 1.125 0.891 0.754 0.626 1
10.44 0.824 0.600 0.475 0.402 0.334 1.545 1.125 0.891 0.754 0.626 10.55 0.824 0.600 0.473 0.402 0.336 1.545 1.125 0.891 0.754 0.630 i 10.66 0.824 0.600 0.4 75 0.410 0.341 1.545 1.125 0.891 0.769 0.639 10.77 1.006 0.741 0.530 0.437 0.343 10?6 1.389 0.994 0.819 0.643 10.89 1.006 0.741 0.543 0.444 0.343 1,736 1.389 1.018 0.833 0.643 14 . 75 1.006 0.741 0.543 0.444 0.343 1.086 1.389 1.018 0.833 0.643 14.90 0.88 9 0.703 0.543 0.444 0,340 1.667 1.318 1.018 0.833 0.638 l
15.06 0.889 0.703 0.529 0.431 0.336 1.667 1.318 0.992 0.808 0.630 3
15.22 0.889 0.703 0.523 0.431 0.336 1.667 1.318 0.981 0.808 0.630 4 15.38 0.877 0.703 0.523 0.431 0.336 1.644 1.318 0.981 0.808 0.630 19.36 0.8 77 0.703 0.523 0.431 0.336 1.644 1.318 0.981 0.808 0.630 19.56 0.r 77 0.7J3 0.523 0.431 0.331 1.644 1.318 0.981 0.808 0.621
$ 19.76 0.876 0.703 0.518 0.420 0.319 1. 643 1.318 0.971 0.788 0.598 19.97 0.700 4.605 0.474 0.390 0.301 1.313 1.134 -0.889 0. 731 0.5 64 20.18 0.700 0.546 0.409 0.345 0.2 79 1.313 1.024 0.767 0.64 7 0.523 20.39 0.550 0.441 0.359 0.307 0.262 1.031 0.827 0.6 73 0.576 0.491 20.61 0.550 0.440 0.346 0.302 0.249 1.031 0.825 0.64 9 0,566- 0.467 20.83 0.483 0.3 77 0.322 0.288 0.242 0.906 0.707 0.604 0.540 0.454 21.04 0.483 0.377 0.290 0.269 0.238 0.906 0.707 344 0.504 0.446 21.27 0.483 0.377 0.290 0.268 0.238 0.906 0.707 c.544 0.503 0.446 --
l 21.49 0.4 83 0.3 77 0.290 0.268 0.238 0.906 0.707 0.544 0.503 0.446
- 21. 72 0.454 0.363 0.290 0.268 0.238 0.851 0.68 0.544 0.503 0.446
[ 21.94 0.393 0.331 0.290 0.768 0.238 0. 73 7 '0.621 0.544 0.503 0.446 22.17 0.393 0.331 0.290 0.268 0.238 0. 73 7 0.621 0.544 0.503 0.446 1: 22.41 0.3 76 " 331 0.290 0.268 0.238 0.705 0.621 0.544 0,503 0.446 23.12 0.376 .0.331 0.290 0.268 0.238 0.705 0.621 0.544 0.503 0.446 23.36' O.371 0.320 0.285 0.266 0.238 0.696 0.600 0.534 0.499 0.446 23.61 0.3 71 0.320 0.277 0.262 0.237 0.696 0.600 . 0.519 0.491 0.444 23.86 0.371 0.320 0.2 73 0.258 0,236 0.696 0.600 0.512 0.484 0.443 24.11 0.371 0.320 0.2 73 0.254 0.234 0.696 0.600 0.512 0.476 0.439 24.36 0.3 71 0.320 0.2 73 0.251 0.231 0.696 0.600 0.512 0.471 0.433 i i
s 2
t . 2 23 88 .
wows *H ONLY Sheet C-16 ,
k'* ",(( " !
q %=
Sp3cification No. C 114-ER-0.EO i
1 PlLCRIM AMPLIFl[0 Rf$PONSE SPECTRA i Reactor Pedestal
- Elev. 28.0 . Mass Point 35
, (Page 4 of 4)
Meritental CBE Horizontal $$E i
Freq.
t (Hz) 1/2 1% 2% M 5% 1/2 1% 2% 3% 5%
1 24.62 0.371 0.320 0.2 73 0.250 0.229 0.696 0.600 0.512 0.469 0.419 4
j 44.83 0.371 0.320 0.273 0.250 0.227 0.696 0.600 0.512 0.469 0.426 i 26.21 0.371 0.320 0.2 73 0.250 0.227 0.696 0.600 0.512 0.469- 0.426 3 26.49 0.371 0.320 0.273 0.250 0.226 0.696 0.600 0.512 0,469 0.424
! 26.77 0.371 0.320 0.2 73 0.250 0.223 0.696 0.600 0.512 0.469 0.418 j 27.05 0.371 0.320 0.2 73 0.250 0.222 0.696 0.600 0.512 0.469 0.416 l 2!.50 0.371 0.320 0.273 0.250 0.222 0.696 0.600 0.512 0.469 0.416
- 28,80 0.371 0.320 0.2 73 0.250 0.221 0.696 0.600 0.512 0.469 0.414
. 29.10 0. 3I 4 0.301 0.263 0.246 0.220 0.645 0.564 0.503 0.461 0.413 2
29.41 0.344 0.278 0.251 0.238 0.217 0.645 0.521 0.471 0.446 0.407
}
29.72 0.301 0.256 0.234 0.230 0.213 0.564 0.480 0.439 0.431 0.399-
, 30.03 0.301 0.256 0.231 0.225 0.209 0.564 0.480 0.433 0.422 0.392 l 30.35 0.301 0.256 fL 231 0.222 0.206 0.564 0,480 0.433 0.416 0.386
- 30.67 0.301 0.256 0.230 0.219 Os202 0.564 0.480 0.431 0.411 0.379 j 30.99 0.301 0.256 0.227 0.214 0.199 0.564 0.480 0.426 0.401 0.3 73 31.32 0.301 0.256 0.219 0.206 0.195 0.564 0.480 0.411 0.386 0.366 1 31.64 0.301 0.256 0.219 0.203 0.191 0.564 0.480 0.411 0.381 0.358 3
31.98 0.301 0.256 0.219 0.203 0.189 0.564 0.480 0.411 0.381 0.354 j 32.31 0.301 0,256 0.219 0.203 0.188 0.564 0.480 0.411 0.381 0.353
, 32.65 0.301 0.256 0.219 0.203 0.187 0.564 0.480 0.411 0.381 0.351 i 33.00 0.301 0.256 0.219 0.203 0.186 0.564 0.480 0.411 0.381 0.349
- 33.34 0.285 0.250 0.219 0.201 0.185 0.534 0.473 0.411 0.3 77 0.347 33.69 0.285 0.252 0.219 0.200 0.183 0,534 0.4 73 0.411 0.3 75 0.343
]
2 i
s I
6 i
i l
t i
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1.
..=.u .-
2 23 88 INFOR M ATION 2
ONI.Y
, . , . . . Sheet C-17 i
_. .__ _. _ _.~.___ . _ _ . _ _ . . . . . _ _ _ _ . _ . _ . _ . _ _ _ _ _ _ . . _ _ _ _ . _ . . _ . . ~ _ _ _ _ _ . _ . .
t L
T ~i PlLGRIM AMPLIFIED RESPONSE SPECTRA ji g;l': Reactor Pedestal- Elev. 35.42 - Mass Point 37 fi 2a '
- g . -
2.2 Dampings
1/2.1. 2. 3. 5%
2.i Horizontal OBE !
2 For SSE. multiply by 1.875 19 ' ' *
- 1.8 ! ' a -
1.7 ,
i '
+
1,6 -
- 1,5 g i,4 . . I i- '
j 1.3 -
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- 1. i i i i a i ; i i e i i a i i !
2 -6 10 14 18 22 26 M
. 34 mesr-2 armes ce Frequency (Hz) e
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i O
a Specification No. C.114 ERCEO PILCRIM AMPLIFIED RESPONSE $PfCTRA Reactor Pedestal . (Lev. 35.42 . Mass Point 37 (Pept 1 of 4) horizontal Ogg Horizontal $$t Frec.
(Hz) 1/2 1% 2% 3% 5% 1/2 1% 21 3% 5%
2.02 0.470 0.428 0.362 0.315 0.252 0.881 0.403 0.679 0.591 0.4 73 2.27 0.470 0.428 0.362 0.315 0.252 0.881 0.803 0.679 0,4 73 0.591 2.29 0.562 0.449 0.362 0.315 0.252 1.054 0.842 0.679 0.591 0.4 73 2.49 0.562 0.449 0.362 0.315 0.252 1.054 0.842 0.679 0.591 0.4 73 2.52 0.562 0.449 0.361 0.315 0.252 1.054 0.842 0.6 77 0.591 0.4 73 2.54 0.562 0.449 0.353 0.310 0.252 1.05% 0.842 0.662 0,473 0.581 2.57 0.5c2 0.449 0.333 0.297 0.248 1.054 0. 842 0.628 0.557 0.465 2.60 0.562 0.449 0.323 0.278 0.242 1.054 0. 842 0.606 0.521 0.454 2.63 0.562 0.449 0.323 0.265 0.235 1.054 0.B42 0.606
- 0.497 0.441 2.65 0.562 0.449 0.323 0.265 0.231 1.054 0.842 0.606 0.497 0.433 2.80 0.5o2 0.449 0.323 0.265 0.231 1.054 0. 84 2 0.606 0.497 0.433 2.82 0.562 0.449 0.323 0.260 0.230 1.054 0.842 0.606 0.488 0.431
- 2. B5 0.562 0.449 0.323 0.260 0.227 1.054 0.B42 0.6D6 0.4B8 0.426 2.88 0.562 0.449 0.323 0.260 0.224 1.054 0.842 0.606 0.488 0.420 2.91 0.562 0.449 0.323 0.260 0.221 1.054 0.842 0.606 0.488 0.414
- 2. 95 0.562 0.449 0.323 0.260 0.216 1.054 0.B42 0.606 0,4b8 0.405 2.98 0.562 0.449 0.323 0.267 0.218 1.054 0.842 0.606 0.50* 0.409 3.01 0.562 0.449 0.325 0.2 75 0.224 1.054 0. B42 0.609 0.516 0.420 3.07 0.562 0.449 0.325 0.2 75 0.224 1.054 0.842 0.609 0.516 0.420 3.10 0.562 0.449 0.?75 0 .2 75 0.230 1.054 0.842 0.609 0.516 0.431 3.14 0.562 0.449 0.325 0.275 0.237 1.054 0.842 0.609 0.516 0.444 3.17 0.557 0.437 0.325 0.275 0.246 1.044 0.819 0.609 0.516 0.461
- . 3.20 0.536 0.435 0.325 0.279 0.257 1.005 0.816 0.609 0.5 23 0.482 3.24 0.536 0.435 0.325 0.293 0.2 72 1.005 0.816 0.609 0.549 0.510 3.27 0.536 0.435 0.325 0.315 0.292 1.005 0.816 0.609 0.591 0.548 3,30 0.536 0.435 0.349 0.341 0.316 1.005 0.816 0.654 0.639 0.593 3.34 0.536 0.435 -0.3B5 0.372 0.342 1.005 0.816 0.' 2 0.698 0.641 3.37 0.536 0.448 0.429 0.410 0.3 72 1.005 0.840 0.804 0.769 0.698 3.41 0.534 0.507 0.480 0.454 0.405 1.005 0.951 0.900 0.851 0.759 3.45 0.583 0.568 0.537 0.504 0.441 1.093 1.065 1.007 0.945 0.827 3.48 0.656 0. 64 2 0.604 0.562 0.481 1.230 1.204 1.133 1.054 - 0.902 3.52 0. 773 0.74 7 0.639 0.529 0.524 1.449 1.401 1.292 1.179 0.983 3.56 0.956 0.896 0.795 0.706 0.568 1. 79 3 1.680 1.491 1.324 1.065
-3.59 1.193 1.079 0.913 0.788 0.612 2.237 2.023 1.712 1.478 1.148 3.63 1.442 1.271 1.030 0.866 0.652 2.704 2.383 1.931 1.624 1.223 3.67 1. 726 1.432 1.128 0.930 0.685 3.236 2.685 2.115 1.744 1.284 3.71 2.1 76 1.527 1.187 0.969 0.706 4.080 2.863 2.226 1.817 1.324 3 . 75 2.246 1.569 1.196 0.9 77 0.714 4.211 2.942 2.243 1.832 1.339
-5.13 2.246 1.569 1.196 0.977 0.714 4.211 2.942 2.243 1.832 1.339 5.18 1.894 1.536 1.150 0.949 C.707 3.551 2.880 2.156 1.779 t.326 5.24 1.691 1.411 1.054 0.890 0.686 3.171 2.64 6 1.976 1.669 1.236 5.29 1.691 1.358 1.025 0.834 0.655 3.171 2.546 1.922 1.564 1.228 i
T** , ' '
12 23 88 IN FOR M ATION oNLY Sheet IO-19
""..' ;;'l * !
,1
A.
SpecificCtion No. C-114.ER O-EO r
?&
PILCRIM AMPLIFIED RESPONSE teECTRA k Reactor Peaestal Elev. 35.42 . Mass Point 37 (Page 2 cf 4)
,/
horizontal OBE Hortaontal SSE Freg.
ths) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% '5%
5.35 1.691 1.358 1.025 0.E34 0.620 3.171 2.546 1.922 1.5 64 1.163 5.40 1.691 1.358 1.025 0.834 0.606 3.171 2.546 1.922 1.564 1.136 5.46 1.609 1.345 1.025 0.834 0.606 3.017 2.522 1.922 1.5 64 1.136 5.52 1.461 1.243 0.976 0.613 0.600 2.739 2.331 1.830 1.524 1.125 5.57 1.349 1.072 0.899 0.774 0.586 2.529 2.010 1.686 1.451 1.099 5.63 1.349 1.049 0.834 0. 73 2 0.5 68 2.529 1.967 1 .: 64 1.3 73 1.065 5.69 1.349 1.049 0.809 0.692 0.568 2.529 1.967 1.517 1.298 1,065
- 5. 75 1.349 1.049 0.i79 0.688 0.5 68 2.529 1.967 1.461 1.290 1.065 5.21 1.334 1.010 0.779 0.688 0.5 68 2.501 1.894 1.461 1.290 1.065 5.87 1.234 0.936 0.779 0.688 0.5 68 2.314 1.755 1.461 1.290 1.065 5.94 1.095 0.936 0.779 0.688 0.bo8 2.053 1. 75 5 1.461 1.290 1.065 6.00 1.043 0.916 0.779 0.688 0.5 68 1.956 1.718 1.461 1.290 1.065 6.06 1.000 0.907 0.775 0.682 0.561 1.875 1.701 1.453 1.2 79 1.052 6.12 0.9 64 0.872 0.748 0.662 0.548 1.808 1.635 1.403 1.241 1.028 6.19 0.9 64 0.802 0.701 0.628 0.529 1.808 1.504 1.314 1.178 0.992 6.25 0. 964 0.793 0. 64 2 0.587 0.506 1.808 1.487 1 .2 04 1.101 0.949 6.32 0.9 64 0.793 0.616 0.541 0.480 1.808 1.487 1.155 1.01= 0.900 6.39 0. 9 64 0.793 0.616 0.523 0.415 1.808 1.487 1.155 0.981 0.853 t.45 0.9 64 0.793 0.616 0.$23 0.430 1.808 1.487 1.155 0.981 0.806 6.52 0.9 64 0. 793 0.616 0.523 ' 409 1.808 1.487 1.155 0.981 0.767 6.59 0.964 0. 793 0.616 0.523 0.408 1.808 1.487 1.155 0.981 0.765 6.80 0.9 64 0.793 0.616 0.523 0.408 1.808 1.487 1.155 0.981 0. 765
, 6.87 0.885 0. 75 0 0.616 0.523 0.408 1.659 1.406 1.155 0.981 0. 765 6.94 0.885 0.697 0.599 0.518 0.407 1.659 1.307 1.123 0.971 0.763 7.02 0.885 0.680 0.580 0.504 0.400 1.659 1.2 75 1.088 0.945 0.750 7,09 0.885 0.630 0.561 0.483 0.387 1.659 1.275 1.052 0.906 7.17 0.726 0.E85 0.664 0.517 0.451 0.370 1.659 1.245 0.969 0. B46 0.694 7.24 0. 669 0.571 0.464 0.411 0.351 1.254 1.071 0.870 0. 771 0.658 7.32 0. 64 9 0.550 0.456 0.397 0.331 1.217 1.031 0.855 0.744 0.621 7.39 0.649 0.250 0.456 0.397 0.319 .1.117 1.031 0.855 0.744 0.598 7.47 0.64 5 0.549 0.450 0.392 0.318 1.209 1.029 0.B44 0. 735 0.596 7.55 0.606 0.486 0.424 0.3 79 0.314 ,,
1.136 0.911 0.795 0.711 0,589 7.63 0.606 0.456 0.399 0.363 0.306 1.136 0.911 0. 74 8 0.661 0.574 7.71 0.606 0.4 86 0.381 0.345 0.295 1.136 0.911 0.714 0.647 0.553 7.79 0.606 0.456 0.381 0.326 0.283 1.136 0.911 0.714 0.611 0.531 7.87 0.606 0.486 0.381 0.321 0.270 1.136 0.911 0.714 0.602 0.506 7.96 0.606 0.486 0.381- 0.321 0.257 1.136 0.911 0.714 0.602 0.480
- 8. 85b 0.606 0.686 0.381 0.321 0.257 1.136 0.911 0.714 0.602 0.482 8.93 0.606 0.4B6 0.381 0.321 0.2 60 1.136 0.911 0.71t 0.602 0.488 9.02 0.606 0.4 86 0.381 0.321 0.271 1.136 0.911 0.7 0.602 0.508 9.11 0.606 0.4 86 0.381 0.335 0.282 1.136 0.911 0.714 0.628 0.529 9.21 0.606 0.500 0.409 0.354 0.290 1.136 0.938 0.767 0.664 0.544
, 2 23 88
{ INFORMATH3N l t oNLY I Sheet CL20 l "" 7.7 7/ " !
- s. .
Specification No. O.$ 14.ERCEO s
PILO 4!M AMP 41FIED Rf5PON$1 $PECTR4 Reactor Pedestet . Elev. 35.42 . Mese Point 37 a
(Pege 3 of 43 Morizontet OBE Horizontet $$t Freo.
l (Mt) 1/2 it 2% 3% 5% 1/2 11 2% 3% 5%
3 9.50 0.756 0.544 0.423 0.361 0.296 1.418 1.020 0.793 ~0.6 77 0.555 9.60 0. 756 0.544 0.423 0.361 0.307 1.418 1.020 0.793 0 677 0.576 I 9.70 0. 75 6 0.544 0.423 0.371 0.318 1.418 1.020 0.793 0.696 0.596 4 9.81 0. 75 6 0.594 0.459 0.394 0.328 1.418 1.114 0.861 0. 73 9 0.615 9.91 0 . 75 6 0.594 0.462 0.401 0.334 1.418 1.114 0.866 0.752 0.626 l 10.01 0.756 0.594 0.462 0.401 0.336 1.418 1.114 0.866 0. 75 2 0.630 10.23 0. 75 6 0.594 0.462 0.401 0.336 1.418 1.114 0.866 0.75 2 0.6!3 i
10.33 0.813 0.603 0.462 0.401 0.336 1.524 1.131 0.866 0. 75 2 0.630
, 10.44 0.813 0.603 0.462 0.401 0.338 1.?24 1.131 0.866 0.752 0.634 j 10.55 0.813 0.603 0.462 0.401 0.343 1. ." 24 1.131 0.866 0.752 0. 64 3 10.66 0.833 0.613 0.476 0.420 0.349 1.5o2 1.149 0.893 0.788 0.654 10.77 1.034 0.762 0.544 0.448 0.352 1.839 1.429 1.020 0.840 0.660-10.89 1.034 0.762 0.558 0.456 0.352 1.939 1.429 1. 04 6 0.855 0.660
, 13.56 1.034 0.762 0.558 0.456 -0.352 1.939 1.429 1. 04 6 0.855 0.660
- 13. 71 1.034 0.762 0.558 0.456 0.357 1.939 1.429 1. 04 6 0.855 0.669 13.25 1.034 0.762 0.558 0.456 0.3 64 1.939 1.429 1. 046 0.855 0.683 14.00 1.034 0.762 0.558 0.460 0.370 1.939 1.429 1.046 0.863 0.694 14.14 1.034 0.762 0.560 0., 78 0.371 1.939 1.429 1.050 0.896 0.696 14.29 1.034 0.811 0.199 0.487 0.371 1.939 1.521 1.123 0.913 0.696
'4.44 1.038 0.824 0.599 0.487 0.371 1.946 1.545 1.123 0.913 0.696
)i 19.36 1.038 0.824 0.599 0.487 0.371 1.946 1.545 1.123 0.913 0.696 19.56 1.038 0.824 0.599 0.487 0.366 1.946 1.545 1.123 0.913 0.686 19.76 1.038 0.824 0.597 0.4 77 0.354 1.966 - 1.545 1.119 0.894 0.664 t /,97 0. 84 2 0.710 0.548 0.444 0.334 1,331 1.579 1.028 0.833 0.626 f 20.18 0.842 0.654 0.480 0.394 0.308 1.5 79 1.226 0.900 J. 739 0.578 20.39 0.639 0.528 0.429 0.3 66 0.292 1.198 0.990 0.804 0.686 0.548
- 20.61 0.639 0.510 0.3 99 0.345 0.283 1.198 0.956 0.748 0.647 0.531 20.83 0.638 0.491 0.367 0.327 0.274 1.196 0.921 0.688 0.613 0.514 21.04 0.63J 0.491 0.365 0.310 0.263 1.196 0.921 0.684 0.581 0.493 j 21.27 0.638 0.491 0.365 0.307 0.254 1.196 0.921 0.634 0.576 0.476 21.49 0.638 0.491 -0.359 0.297 0.254 1.196 0.921 '0.673 0.557 0.476 -
21.72 0.593 0,462 0.337 0.287 0.254 1.112 0.866 0.632 0.538 0.476 21.94 0.521 0.413 0.318 0.287 0.254 0.977- 'O.774 0.596 0.538 0.476 22.17 0.521 0.406 0.313 0.287 0.254 0.9 77 0.761 0.587 0.538 0.476 22.41 0.419 0.363 0.313 0.287 0.254 0.786 0.681 0.587 0.538 0.476 23.12 0.419 0.363 0.313 0.287 0.254 0.784 0.681 0.587 0.538 0.476 23.36 0.393 0.338 0.306 0.284 0.254 0.737 0.634 0.574 0.533 0.4:o 23.61 0.393 0.338 0.296 0.279 0.254 0. 73 7 0.634 0.555 0.523 . 0.476 23.86 0.393 0.338 0.292 0.2 74 0.254 0.634 0.548
- 0. 73 7 0.514 0.476
, 24.88 0.393 0.338 0.292 0.2 74 0.254 0. 73 7 0.634 0.548 0.514 0.476 25.14 u.393 0.332 0.290 0.274 0.254 0. 73 7 0.623 0.544 0.476 0.514 25.40 0.393 0.332 0.287 0.2 74 0.254 0.737 0.623 0.538 0.476 0.514 t
.uo ut . 12 2; 88
} inronuATioN t oNW Sheet C ! * " " "'.* *."' !
Specification Na C.114.ER.O.EO PILCRIN AMPLIFIED RESP 0h5E SPECTRA Reector Pedestal Elev. 35.42 . wass Point 37 (Page 4 of 4)
Moritental OBE Nortaontal SSE Freq.
(w2) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
25.67 0.393 0.332 0.287 0.273 0.254 0.737 0.623 0.538 0.512 0.476 25.94 0.393 0.332 0.284 0.2 72 0.254 0 . 73 7 0.623 0.536 0.510 0.476 26.21 0.393 0.332 0.286 0.271 0.253 0.737 0.623 0.536 0.508 0.474 20.49 0.393 0.332 0,286 0.270 0.251 0.737 0.623 0.536 0.506 0.471 26.77 0.393 0.332 0.282 0.264 0.247 0. 73 7 0.623 0.529 0.495 0.463 27.05 0.381 0.330 0.282 0.258 0.244 0.716 0.619 0.529 0.4 84 0.458 27.33 0.382 0.330 0.282 0.258 0.239 0.716 0.619 0.529 0.484 0.448 27.62 0.322 0.330 0.282 0.258 0.236 0.716 0.619 0.529 0,484 0.443 27.91 0.382 0.330 0.282 0.258 0.232 0.716 0,619 0.529 0.484 0.e35 23.21 0.382 0.330 0.282 0.258 0.230 0.716 0.619 0.529 0.484 0.431 28.50 0.382 0.330 0.282 0.258 0.230 0.716 0.619 0.529 0.484 0.431 28.80 0.382 0.330 0.282 0.258 0.229 0.716 0.619 0.529 0.484 0.429 29.10 0. 3 <.9 0.310 0 276 0.254 0.227 0.654 0.581 0.518 0.476 0.426 29.41 0.349 0.286 0.259 0.245 0.224 0.654 0.536 0.486 0.459 0.420 29.72 0.326 0.271 0.241 0.237 0.220 0.611 0.508 0.*52 0.444 0.413 30.03 0.326 0.269 0.238 0.232 0.216 0.611 0.504 0.446 0.435 0.405 30.35 0.326 0.269 0.23 7 0.228 0.213 0.611 0.504 0.444 0.428 0.399 30.87 0.319 0.269 0.237 0.225 0.211 0.598 0.504 0.444 0.422 0.396 30.99 0.319 0.269 0.233 0.219 0.210 0.598 0.504 0.437 0.411 0.394 31.32 0.319 0.269 0.226 0.212 0.208 0.598 0.504 0.424 0.398 0.390 31.64 0.319 0.269 0.226 0.209 0.206 0.598 0.504 0.424 0.392 0.386 31.98 0.319 0.269 0.226 0.209 0.204 0.598 0.504 0.424 0.39i 0.383 32.31 0.319 0.269 0.226 0.209 0.203 0.598 0.504 0.424 0.392 0.381 32.65 0.319 0.269 0.226 0.209 0.202 0.598 0.504 0.424 0.392 0.379 33,00 0.319 c.269 0.226 0.209 0.201 0.598 0.504 0.424- 0.392 0.3 77 33.34 0.319 0.269 0.226 0.207 0.200 0.598 0.504 0.424 0.388 -0.375 33.69 0.319 0.269 0.226 0.204 0.?99 0.598 0.504 0.424 0.383 0.373 a
'- - 12 23 88 (N FORM ATICN oso
. .. .. .,. 1 Sheet C-22
, y PILGRIM AMPLIFIED RESPONSE SPECTRA 3
!= gl Reactor Vessel- Elev. 47. 27 - Mass Point 21
!i:
Og o
4 Dampings: 1/2,1. 2. 3. 5%
i k>rizontal OBE 35 For SSE.muniply by 1.875 l 3 2.5 2
u>
m ,g W '
u a 2- 1 o _o I
1.5 - i t; 1
b 1 -
k (; . .
1
. s i o.s - p (
Qs i -i-
~
g i N_ _; ,
i o _ . .__ j _ j __ _..q .. .,...__...j__- 3 j . . - -- t - -
r -- - r - - r --- - t - - t- r i si 2.00 6.00 10.00 14,.00 18.00 22.00 26.00 30.00 34.00 _
8 m es.-,onei e' Frequency (Hz) y 9
6 in O y 1
Specincation No. C.114.ER-O-EO 4
s PILCRIM 4MPLIFIED RESPohSE EPECTR4 l Reactor vessel
- fiev 47.27 Mass Point 21 (Page 1 of 4) i Horizontal CBE Norizontet SEF Freq.
(MI) 1/2 1% 2% 3% 5% 1/2 it 2% 3% 5%
2.02 0.476 0.431 0.3id 0.338 0.278 0.893 0.808 0.709 0.634 0.521 2.09 0.476 0.431 0.378 0.338 0.278 0.893 0.808 0.709 0.634 0.521 2.11 494 0.448 0.385 0.342 0.278 0.926 0.840 0.722 0. 641 0.521 2.13 0.503 0.460 0.397 0.34 8 0.281 0.943 0.663 0.744 0.653 0.527 2.15 0.514 0.470 0.400 0.348 0.2A1 0.9 64 0.881 0.75 0 0.653 0.527 2.17 0.518 0.470 0.400 0.348 0.281 0.971 0.E81 0. 75 0 0.653 0.527 j 2.20 0.542 0.470 0.400 0.348 0.281 1.016 0.881 0.750 0.653 0.527 2.82 0.542 0.470 0.400 0.348 0.281 1.016 0.B81 0. 7S0 0.653 0.527 2.85 0.542 0.470 0.400 0.348 0.287 1.016 0.881 0. 75 0 0.653 0.538 2.88 0.542 0.470 0.400 0.348 0.291 1.016 0.881 0. 75 0 0.653 0.546 2.91 0.542 0.470 0.400 0.348 0.295 1.016 0.881 0. 75 0 0.653 0.553 2.9; 9.542 0.470 0.400 0.348 0,300 1.016 0.881 0. 75 0 0.653 0.563 2.90 0.542 0.4 64 0.392 0.340 0.306 1.016 0.6 70 0. 735 0.638- 0.574 i 3.01 0.542 0.462 0.371 0.337 0.313 1.016 0.566 0.696 0.632 0.587
- 3. 04 0.535 0.453 0.374 0.346 0.32o 1.003 0. 84 9 0.701 0. 64 9 0.611 3.0? 0.491 0.441 0.402 0.380 0.352 0.921 0,827 0.754 0.713 0.660 3.10 0.536 0.503 0.454 0.420 0.378 1.005 0.943 0.851 0.788 0.709 3.14 0.580 0.553 0.498 0.456 0.402 1.088 1.037 0.934 0. 855 0.754
- 3,17 0.712 0.611 0.534 0.483 0.424 1.335 1.146 1.001 0.906 0.795 3.20 0.805 0.682 0.561 0.499 0.441 1.509 1.2 79 1.052 0.936 0.827 4
3.24 0.827 0.714 0.593 0.521 0.456 1.551 1.339 1.112 0.977 0.855 3.27 0.845 0. 73 1 0.636 0.565 0.478 1.584 1.408 1.193 1.059 0.896 I 3.30 0.845 0.680 0.619
- 0. 75 1 0.523 1.584 1.408 1.275 1.161 0.981 i 3.34 0.850 0.810 0.734 0.6 72 0.567 1.594 1.519 1.376 1.260 1.063 3.37 1.145 1.030 0.833 0. 725 0.611 2.147 1.931 1.562 1.359- 1.146
. 3.41 1.628 1.307 0.953 0.774 0.656 3.053 2.451 1.787 1.451 1.230 3.45 1,808 1.443 1.022 0.822 0.702 3.390 2.706 1.916 1.541 1.316 3.48 1.808 487 1.054 0.588 0. 75 2 3.390 2.788 1.976 1.665 1.410 3.k2 1.987 1.558 1.1 72 0, 9 75 0.808 3.726 2.921 2.198 1.828 1.515 4 3.56 2.044 1.702 1.304 1.085 0.849 3.833 3.191 2.445 2.034 1.629 3.59 2.199 1.902 1.429 1.214 0.931' 4.123 3.566 2.679 2.276 1.746 3.63 2.682 2.211 1.622 1.357 0.089 5.029 4.146 3.041 2.544 1.854 3.67 3.410 2.638 1.833 1.493 1.034 6.394 4.946 3.531 2.799 1.939 3.71 3.876 3.004 2.092 1.585 1.085 7.268 5.633 3.923
. 2.972 2.034 3 . 75 3.876 3.083 2.144 1.604 1.134 7.268 5.781 4.020 3.008 2.126 3.79 3.876 3.083 2.144 1.617 1.159 7.268 5.781 4.020 3.032 2 .1 73 3.83 3.876 3.081 2.144 1.617 1.165 7.268 5.781 4.020 3.032 2.184 5.07 3.876 3.083 2.144 1.617 1.165 7.26B 5.781 4.020 3.032 2.184 5.13 3.852 3.083 2.144 1.617 1.165 7.223 5.781 4.020 3.032 2.184 5.18 3.401 2.810 2.032 1.617 1.165 6.3 77 5.269 3.610 3.032 2.184 5.24 2. 75 0 2.382 1.894 1.583 1.165 5.156 4.466 3.55i 2.968 2.184 5.29 2.246 2.0 77 1.790 1.528 1.156 4.211 3.894 3,356 2.865 2.168 4
o*a ' r r-- '12 23 88 INFORM ATION
? ONLY $) Set C-24 M'e9M S
x Specification No. C.114 ER.O.EO PILORIM AMPLIFIED RESPONSE SPECTR4 Reactor vessel Elev. 47.27 . Mass Point 21 (Page 2 of 4)
Horizontai CBE Norizontet mSE Freq.
(NZ) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
5.35 2.164 1.981 1.714 1.4 72 1.138 4.058 3.714 3.214 2.760 2.134 5.40 2.1 64 1.969 1.657 1.418 1.113 4.058 3.692 3.107 2.659 2.087 5.4s 2.149 1.017 1.584 1.3 72 1.083 4.029 3.594 2.970 2.5 73 2.031 5.52 1.957 1.765 1.495 1.315 1.047 3.669 3.309 2.803 2.466 1.963 5.57 1.672 1.5 72 1.398 1.248 1.007 3.135 2.948 2.621 2.340 1.8A8 5.63 1.463 1.418 1.302 1.180 0.978 2.743 2.659 2.441 2.213 1.834 5.69 1,451 1.326 1.228 1.128 0.950 2.4 86 2.303
- 2. 72 1 2.115 1.781 5.75 1.451 1.295 1.185 1.093 0.924 2. 721 2.428 2.222 2.049 1. 733 5.81 1.451 t.279 1.160 1.064 0.898 2.721 2.398 2.175 1.995 1.684 5.87 1.451 1.273 1.128 1.036 0.874 2.721 2.396 2.115 1.943 1.639 5.94 1.451
- 278 1.095 1.000 0.852 2. 721 2.396 2.053 1.892 1.598 6.00 1.451 1.278 1.0 84 0.9 88 0.834 2.721 2.396 2.033 1.853 1.564 6.06 1.451 1.278 1.084 0.967 0.813 2.721 2.396 2.033
- 1.813 1.524 6.12 1.451 1.278 1.063 0.933 0.787 2.721 2.396 1.993 1.749 1.476 6.19 1.346 1.1 54 0.992 0.885 0. 75 6 2.524 2.220 1 C50 1.659 1.418 6.25 1.251 0.998 0.888 0.819 0.720 2.346 1.871 1.665 1.536 1.350 6.32 1.251 0.998 0.788 0.749 0.682 2.346 1.871 1.478 1.404 1.279 6.39 1.251 0.998 0.788 0.68 9 0.646 2.346 1.871 1.4 78 1.292 1.211 6.45 1.251 0.998 0.788 0.683 0.613 2.346 1.871 1.4 78 1.281 1.149 6.52 1.251 0.998 0.788 0.683 0.584 2.346 1.871 1.478 1.281 1.095 6.59 1.251 0.998 0.758 0.683 0.564 2.346 1.871 1.478 1.281 1.058 7.32 1.251 0.998 0.783 0.613 0.5 64 2.346 1.871 1.478 1.281 1.058 7.39 1.168 0.963 0.769 0.677 0.561 2.190 1.806 1.442 1.269 1.052 7.47 1.035 0.891 0. 729 0.657 0.551 1.941 1.671 1.367 1.232 1.033 7.55 1.035 0.853 0.692 0.631 0.546 1.941 1.599 1.298 1.1 83 1.024 7.63 1.035 0. 84 9 0.6 73 0.617 0.535 1.941 1.592 1.262 1.157 1.003 7.71 1.035 0 541 0.667 0.598 0.519 1.941 1.577 1.251 1.121 0.9 73
?.79 0.986 0.777 0.631 0.5 63 0.498 1.849 1.457 1.183 1.056 0.934 7.87 0.886 'O. 73 0 0.5 78 0.512 0.4 72 1.661 1.369 1.084 0.960 0.585 7.96 0.886 0.653 0.538 0.474 0.447 1.661 1.224 1.009 0.889 0.838 8.04 0.886 0.653 0.538 0.472 0.424 1.661 1.224 1.009 0.885 0. 795 S.12 0.886 0.653 0.538 0.4 72 0.405 1.661 ~~
1.224 1.0D9 0.885 0.759 8.21 0.886 0.653 0.538 0.472 0.395 1.661 1.224 1.009 0.B85 0. 74 1 9.'2 0.E86 0.653 0.538 0.4 72 0.395 1.661 1.224 1.009 0.88) 0.'41 9.11 0.886 0.653 0.538 0.472 0.409 1.661 1.224 1.009 0.885 0.767 9.21 0.886 0.653 0.538 0.490 0.429 1.661 1.224 1.009 0.919 0.8 04 9.31 0.886 0.720 0.594 0.527 0.448 1.661- 1.350 1.114 0.988 0.840 9.40 1.018 0.798 0.651 0.552 0.462 1.909 1.496 1.183 1.035 0.866 9.50 1.018 0.798 0.631 0.562 0.4 72 1.909 1.496 1.183 1.054 0.885 9.60 1.018 0.798 0.631 0.565 0.477 1.909 1.496 1.183 1.059 u.804 9.70 1.062 0.810 0.634 0.565 0.4 77 1.991 1.519 1.189 1.0?9 .0.894 13.14 1.062 0.810 0.634 0.565 0.4 77 1.991 1.519 1.189 1.059 0.894 ono, r,. ...,12 23 88 IN FORM ATK1N Om
< Sheet C-25 u ..;. ..3.;
' h, Specification No, C414.ER.Q.EO P!LGRIM AMPLIFIED RESPONSE SPIC 1RA Resetot vessel - Elev. 47.27
- Mass Point 21 (Page 3 of 4) norizontal CBE Norizontet $$t Freo.
(Na) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 51 13.28 1.062 0.810 0.634 0.561 0.4 77 1.991 1.519 1.189 1.052 0.894 13.42 1.041 0.784 0.595 0.546 0.4 72 1.952 1.470 1.116 1.024 0.885 13.56 1.041 0.784 0.5 66 0.526 0.465 1.952 1.470 1.061 0.986 0.872 13.71 1.041 0.784 0.5 66 0.510 0.456 1.952 1.470 1.061 0.956 0.855 13.85 1.041 0.784 0.5 66 0.494 0.446 1.952 1.470 1.061 0.926 0.836
'4.00 1.041 0.784 0.566 0.476 0.435 1.952 1.470 1.061 0.893 0.816 14.14 1.041 0.784 0.566 0.458 0.424 1.952 1.470 1.061 0.859 0.795 14.29 1.041 0.784 0.566 0.45F 0.413 1.952 1.470 1.061 0.859 0.774 14.44 1.041 0.784 0.566 0.458 0.4 04 1.952 .470 1.061 0.859 0.758 a
14.59 1.041 0.784 0.566 0.458 0.396 1.952 1.470 1.061 0.859 0.743 14.75 1.041 0.784 0,566 0.458 0.390 1.952 1.470 1.061 0.859 0.731 14.90 1.041 0.784 0.566 0.458 0.184 1.952 1.470 1.061 0.859 0.724 16.72 1.041 0. 784 0.566 0.458 0.386 1.952 1,470 1.061 0.859 0.724 -
16.89 1.023 0.784 0.566 0.458 0.386 1.918 1.470 1.061 0.859 0.724 17.07 1.023 0.784 0.5 66 0.458 0.386 1.918 1.470 1.061 0.859 0.724 17.25 1.023 0.784 0.5 66 0.456 0.386 1.918 1.4 70 1.061 0.855 0.724 17.43 1.023 0. 73 8 0.535 0.456 0.386 1.918 1.384 1.003 0.855 0.724 17.62 1.023 0. 729 0.526 0.456 0.354 1.918 1.367 0.9 86 0.855 0.724 17,99 1.023 0.729 0.526 0.456 0.386 1.918 1.367 0.986 0.855 0. 724 18.18 1.023 0.729 0.526 0.455 0.381 1.918 1.367 0.984 0.853 0.714 18.37 1.023 0. 729 0.506 0.437 0.372 1.918 1.367 g
0.949 0.819 0.698 18.56 0.948 0.667 0.506 0.422 0.359 1.778 1.251 0.949 0. 79 '. - 0.6 73
. 18.76 0.948 0.v67 0.476 0.403 0.344 1. 778 1.251 0.893 0. 756 0.645 18.95 0.931 0.642 0.462 0.3 73 0.326 1 . 75 5 1.241 0.866 0.699 0.611 19.15 0.717 0.551 0.431 0.369 0.310 1.344 1.033 0.808 0.6P2 0,581 19.36 0.717 0.551 0.431 0.369 v.307 1.344 1.033 0.808 0.692 0.576 19.56 0.717 0.551 0.431 0.369 0.307 1.344 1.033 0.808 0.692 0.576 19.76 0.717 0.551 0.431 0.369 0.307 1.344 1.033 0.808 0.692 0.576 19.97 0.717 0.551 0.431 0.369 0.305 1.344 1.033 0.808 0.692 0.5 72 20.30 0.717 0.551 0.431 0.369 0.305 1.344 1.033 0.808 0.692 0.5 72 20.61 0.644 0.512 0.414 0.366 0.305 1.208 0.969 0. 776 0.686 0.5 72 20.83 0.644 0.512 0.400 0.360 0.305 1.208 0.960 0 . 75 0 0.675 0.5 72 21.04 0. 644 0.512 0.400 0.355 0.305 1.208 0.960 0 . 75 0 0.666 0 .5 72 21.27 0 . 64 0.512 0.400 0.350 0.305 1.208 0.960 0. 750 0.656 0.572 I
21.49 0. 644 0.512 0.400 0.347 0.305 1.208 0.960 0. 75 0 0.651 0.572
'21.72 0. 644 0.512 0.400 0.347 0.305 1.208 0.960 0.75 0 0.651 0.5 72 21.94 0.608 0.497 0 391 0.343 0.305 1.140 0.932 0.733 0.643 0.572 22.17 0.505 0.436 0.344 0.337 0.303 0.947 0.818 0.683 0.632 0.568 22.41 0 .5 04 0.430 0.347 0.327 0.298 0.945 0.806 0.651 0.613 0.559 22.64 0.504 0.395 0.337 0.321 0.293
- 0.945 0.741 0.632 0.602 0.549 22.88 0.5 04 0.395 0.335 0.315 0.288 0.9'5 0.741 0.628 0.591 0.540 23.12 0.471 0.358 0.324 0.308 0.283 0.883 0.671 0.608 0.578 0.531
-o-- -
12 23 88 IN F ORM ATH3N ONLY Sheet C-26 ~
no.,...,,,.___;
n-Specification No. C.114-ER.O.EO PILCRIM AMPLIFitD Rf 5PJNSE SP(CTRA P Reactor vesset Elev. 47.27 Mass Point 21 (F808 4 of 41 A
korizontet OBE Horisontet $$7 Freo.
(Hz) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
23.36 0.471 0.358 0.315 0.300 0.2 77 0.B83 0.671 0.591 0.563 0.519 23.61 0.471 0.358 0.304 0.292 0.270 0.883 0.671 0.570 0.548 0.506 -
23.66 0.471 0.358 0.295 0.284 0.2 64 0.883 0.671 0.553 0.533 0.495 24.11 0.471 0.358 0.295 0.2 77 0.2!8 0.583 0.671 0.553 0.519 0.4 64 24.36 0.471 0.358 0.295 0.270 0.251 0.883 0.671 0.553 0.506 0.4 71 24.62 0.471 0.358 0.295 0.266 0.244 0.883 0.671 0.553 0.499 0.458 24.S8 0.471 0.358 0.295 0.266 0.237 0.883 0.671 0.553 0.499 0.444 25.14 0.462 0.358 0.295 0.266 0.234 0.866 0.671 0.553 0.499 S.439 26.77 0.462 0.358 0.295 0.266 0.234 0.866 0.671 0.553 0.4 99 v.439 27.05 0.462 0.358 0.295 0.266 0.235 0.866 0.611 0.553 0.4 99 0.441 27.33 0.462 0.358 0.295 0.266 0.238 0.666 0.671 0.553 0.499 0.446 27.62 0.440 0.358 0.295 0.266 0.238 0.825 0.671 0.553 0.499 0.446 27.91 ,
0.440 0.358 0.295 0.266 0.238 0.825 0.671 0.553 0.499 0.446 28.21 0.438 G.358 0.254 0.?64 0.238 0.821
~
0.671 0.551 0.4 95 0.446 28.50 0.438 0.346 0.283 0.262 0.238 0.821 0.649 0.540 0.491 0.446 30.03 0.438 0.346 0.288 0.262 0.238 0.821 0.649 0.540 0.491- 0.446
+
30.35 0.414 0.346 0.2 58 0.262 0.238 0.649
- 0. 77 6 0.540 0.491 0.446 33.69 0.414 0.346 0.288 0.262 0.238 0.776 0.64 9 0.540 0.491 0.446
"' 3 J 12 23 SS
- 4. FORM ATM)N outy Sheet C-27
. ,,g ,. !.
i i
Js
, , PILGRIM AMPLIFIED RESPONSE SPECTRA .
!! gi Reactor Vessel- Elev. 55.2 - Mass Poirt 20
!i E
- 5 Dampings
- 1/2.1, 2, 3. 5%
4s Horizontal CBE For SSE. multiply by 1.875 ;
4 35 '
~
3 '
us c '
R
? 2.s 4
no m $o C '
O "C 2 -
i 1.5 f' '
- f * ' ' ' i
- f 1 tl f s ; .
m I , . .
/ :\ ,
\
0.5 - l -
f A_ -
=fl
= a 3
C - --- t----j - r- t i ' i -- 1- l- t i ; j- --- 2 r-- j $
2w sw ,o w u.m ww 22 x 2a.w so m s4.x i a- n. , e.
Frequency (Hz) k 3
Z O. -
9 1
?
m 37 t Y
n -
Specification No. C.114.ER 0-EC k
P1LORIN AMPL171ED REsrDNSE SPE0VRA teactor vessel Elev. 55,2 Mass Point 20 (Page 1 of 4) korizontal 08E '
koeltontal $$E Freq.
(nz) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
- 2.02 0.441 0.383 0.306 0.251 0.1 99 0.827 0.718 0.574 0.471 _ 0.3 73
- 2. D4 0.441 0.383 0.306 0.251 0.1 99 0.827 0.718 L.174 0.471 0.3 73 2.06 0.441 0.383 L.306 0.151 0.199 0. Sc 7 0.718 0.574 0.471 0 . 3 73 2.32 0.441 0.383 0.306 0.251 0.1 99 0.827 0.718 0.574 0.471 0 .3 73 2.34 0.441 0.383 0.306 0.251 0.205 O.718 0.'2' 0 .5 74 0.471 0.384 2.36 0.441 0.383 0.306 0.251 0.209 0.827 0.718 0.574 0.471 0.392 2.39 0.441 0.383 0.306 0.251 0.211 0.827 0.718 0.5 74 0.471 0.396 2.41 0.441 0.383 0.306 0.251 0.211 0.827 0.718 0.574 0.471 0.396 2.44 0.441 0.383 0.306 0.251 0.217 0.827 0.718 0.5 74 0.471 0.407 2.47 0.441 0.383 0.306 0.262 0.225 0.827 0.718 0.5 74 0.491 0.422 2.49 0.4*1 0.383 0.306 0.265 0.231 0.827 6
0.718 0.574 0.497 0.433 2.52 0.437 C.383 0.306 0.265 0.234 0.819 0.718 0.5 74 0./97 0.439 2.54 0.440 0.389 0.318 0.275 0.237 0.825 0.729 0.596 0.516 0.444 2.57 0.443 0.392 0.322 0.280 0.241 0.831
- 0. 735 0.604 0.525 0.452 2.60 0.469 0.41e 0. 344 0.299 0.250 0 .8 79 0.780 0.645 0.$61 0.469 2.63 0.474 0.416 0.34/ 0.3 04 0.259 0.889 0.780 0 645 0.570 0.4 86
! 2.65 0.514 0.431 0.344 0.3 04 0.26a 0.9c4 0.808 0.64 5 0.570 0.405 '
2.68 0.514 0.431 0.344 0.305 0.271 0. 9 64 0.808 0.645 0.5 72 0.508 2.7) 0.514 0.431 0.344 0.308 0.283 0.964 0.808 0.645 0.5 78 0.531 2.74 0.514 U 431 0.344 0.3'2 0.294 0. 964 0.808 0.645 0.585 0.551
- 2. 77 0.514 0.431 0.344 0.323 0.306 0 .9 64 0.808 0.645 0.606 0.574 2.80 0.514 0.431 0.368 0. 34 3 0.319 0.964 0.803 0.690 0. 643 0.598 2.82 0.51. 0.462 0.401 0.365 0.332 0.964 0.866 0.732 0.684 0.623 2 is 0.587 0.520 0.432 0.383 0.3f.4 1.101 0 .9 75 0.810 0.718 0.645
- 2. a 0.593 C.528 0.442 0.392 0.353 1.112 0.990 0.829 0. 73 5 0.662 2.v. 0.593 0.525 0.445 0.410 0.345 1.112 0.990 0.83 0.769 0.684 2.95 0.608 0.533 0.446 0.418 0 .3 79 1.140 0.999 0.836 0.784 0.711 2.98 0.639 0.571 C . 4 77 0.423
' 0.3 90 1.148 1.071 0.294 0.'93 0. 731 3.01 0.741 0.633 0.4 99 0.436 0.401 1.389 1.187 0.936 0.818 0 . 75 2 3.04 0.797 0.6 73 0.513 0.444 0.410 1.494 1.262 0.962 0.833 0.769 3.07 0.79 / 0. 68 7 0.529 3.444 0.421 1.494 1.288 0.992 0.833 0.789 l 3.10 0. 79 7 0.692 0.540 0.454 0.435 1.494 , 1.298 1.013 0.531 3.14 0.854 0.816 0.725 0.571 0.4 77 0.454 1.601 I
3,17 1.359 1.071 0.804 0.851 0.891 0.748 0.5 84 0.485 0.489 1.671 1.403 1.095 0.909 0.900 3.20 0.891 0.748 0.5 84 0.520' O.512 1.671 1.403 1.095 3.24 0. 8 /1 0 .9 75 0.960 0.748 0.599 0.5 79 0.551 1.671 1.403 1.123 1.086 1.033 3.27 0.891 0.748 0.6 79 0. 64 1 0.592 1. 6 71 1.403 1.2 73 1.202 1.110 3.30 0.891 0.817 0.747 0.6 99 0 46 1.6 71 1.532 1.401 1.311 1.193 2.34 0.914 0.868 0.800 0.750 0.6 79 1.714 1.628 '1.50C 3.37 1.406 1 . 2 73 0.931 0.894 0.839 0.795 0.723 1. 746 1.676 1.5 73 1.491 1.356 3.41 0.931 0.898 0. 3 /1 0.839 0.770 1.746 1.684 1.631 . 1.5 73 3.45 1.444 0.931 0.903 0.910 0.891 0.820 1.746 1.693 1.706 1.671 1.538 3.48 0.931 0.955 0.981 0.963 0.8 78 i 1. 74 6 1.791 1.839 1.806 1.64 6 i
4 989/mp20. pen /12 23 88 Sheet C-29 l lNFORMATH3N l 1 oNLY l l "".":T." j
Specification No. C.914.E9.O.EO 4
PILCRIM AMPLIFIED Ri$PON$! $P(CTRA Reactor Vessel - (Lev 55.2 Mass Point 20 (Pa9e 2 of O porizontal OBE morizontal $$E Ireo.
tut) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
3.52 1.079 1.109 1.108 1.065 0.944 2.023 2.079 2.078 1.997 1.770 1 !.56 1.436 1.396 1.301 1.199 1.015 2.693 2.618 2.439 2.248 1.903 3.59 1.967 1.500 1.543 1.352- 1.087 3.688 3.375 2.893 2.535 2.03t
- 3.63 2.567 2.239 1.787 1.495 1.148 4.813 4.198 3.351 2.803 2.153 1 3.67 3.462 2.7'2 1.984 1.599 1.188 6.491 5.123 3.720 2.998 2.228 3.71 4.58 3.403 2.161 1.657 1.209 6.546 6.381 4.052 3.107 2.267 3.75 4.860 3.614 2.270 1. 73 7 1.213 9.113 6.776 4.256 3.257 2.274 3.79 4.860 3.614 2.270 1.74 7 1.230. 9.113 6.776 256 3.274 2.306
. 3.83 4.860 3.614 2.270 1.747 1.242 9.113 6.776 4.256 3.276 2.329 4 3.99 4.e60 3.614 2.270 1.747 1.24i 9.113 6.776 4.256 3.276 2.3?9 4.03 4.860 3.614 2.270 1.747 1.272 9.113 6.773 4.256 3.276 2.385 5
4.07 4.860 3.614 'l 270 1.74 7 1.319 9.113 6.776 4.256 3.276 2.4 73 j 4 '. 2 4.860 3.614 2.270 1.747 1.365 9.113 6.776 4.256 3.276 2.559' '
4.16 4.860 3.614 2.270 1.803 1.404 9.113 6.776 4.256 3.381 2.633 3 4.20 4.860 3.614 2.270 1.885 1.432 9.113 6.776 4.256 3.534 2.685 4.23 4.860 3.614 2.341 1.935 1.441 9.113 6.776 4.389 3.628 2.702 4.29 4.860 3.614 2.349 1.935 1.441 9.113 6.776 4.404 3.628 2.702 5
5.13 4.860 3.614 2.349 1.935 1.40 9.113 6.776 4.40i 3.628 2.702 5.18 4.080 3.168 2.349 1.935 1.441 7.650 5,940 4.404 3.628 2.702 5.24 3.634 3.061 2.349 1.935 1.441 6.814 5. 73 9 4.404 3.628 5
2.702 5.81 3.634 3.061 2.349 1.935 1.441 6.814 4.404
- 5. 73 9 3.628 2.702 5,87 3.627 3.061 2.349 1.922 1.426 6.801 5.739 4.404 3.604 2.674 s
5.94 3.287 2.813 2.206 1.83 1.387 6.163 5.274 4.136
- 3.439 2.601 l 6.00 2.601 2.332 1.952 1.688 1.328 4.877 4.373 3.660 3.165 2.490
.06 1.892 1.820 1.670 1.521 1.259 3.5 8 3.413 3.131 2.852 2.361 6.12 1.733 1. '.41 1.439 1.3 73 1.188 3.287 2.702 2.6M 2.5 74 2.228 6.19 1.753 1.398 1.298 1.262 1.123 3.287 2.621 2.434 2.366 2.106 6.25 1.753 1.398 1.234 1.189 1.06^ 3.287 2.(21 2.314 _ .20 1.999 6.32 1.753 1.398 1.200 1.136 1.017 3.287 2.621 2.250 2.130 1.907 6.30 1.33 1.398 1.152 1.085 0.9 72 1.287 2.621 2.160 2.034 1.823 6.45 1. 753 1.398 1.085 1,035 0.933 3.287 2.421 2.034 1.941 1.749 6.52 1.753 1.398 1.066 0.989 0.900 3.287 2.621 1.999 1.854 1.688 -
6.59 1.753 1.398 1.066 0.955- 0.870 3.287 2.621 1.999 1.791 1.631 6.66 1.753 1.398 1.066 0.929 0.842 3.287 2.621 1.999 1.742 1.5 79 6.73 1.664 1.398 1.066 0.916 0.814 3.120 2.621 1.999 1.718 1.526 6.80 1.664 1.398 1.066 0.903 0.7P2 1.120 2.621 1.999 1.693 1.466 6.87 1.664 1.398 1.066 0.887 0.742 3.120 2.621 1.999 ' 650
. 1.391 6.94 1.664 1.398 1.066 0.830 0 723 3.120 2.621 '1.999 e 650 1.356 7.02 1.664 1.398 1.066 0.880 0.695 3.120 2.621 1.999 1.650 1.303 7.09 1.664 1.398 1.066 0.880 0.688 3.120- 2.621 1.999 1.650 1.290 7.17 1.664 3.398 1.066 0.8 77 0.678 3.120 2.621 1.909 1.644 1.271 7.24 1.617 1.365 1.058 0.8 77 0.678 3.C32 -2.559 1.984 1.644 1.271 7.32 1.425 1.240 1.018 0.861 0.671 2.672 2.325 1.909 1.614 1.258 i
i 1
2.o,f.* . . 12 23 8s INFORMATION l cmv l Sheet C-30
~,, rya i-
Specification No. C-114.ER.O.EO Y
PILORIM MLIFlf0 t[$PON$[ $P(CMA teactor vesset . Elev. 55.2 Mass Point 20 (Pege 3 of 4)
- hortaontal 06E Norizontal $$E freq.
(H2) 1/2 1% 2% 3% 5% 1/2 1% 2% 31 5%
1.39 1.425 1.129 0.955 0.822 0.6.*0 2.672 2.117 1.791 1.541
' 1.219 7.47 1.425 1.129 0.9C4 0.777 rMJ 2.672 2.117 1.695 1.457 1.163 7.55 1.425 1.129 0.866 0.736 060 2.672 2.117 1.624 1.380 1.125 7.63 1.423 1.125 0.837 0.708 0.593 2.672 2.109 1.569 1.328 1.112 7.71 1.137 0.914 0.761 0.682 0.588 2.132 1.714 1.427 1.279 1.103 7.79 1.137 0.904 0.664 0.642 0.576 2.132 1.695 1.245 1.204 1.080 7.87 1.137 0.904 0.660 0.613 0.561 2.132 1.6 95 1.238 1.149 1.052 7.96 1.137 0.904 0.660 0.598 0.544 2.132 1.695 1.238 1.121 1.020 8.04 1.137 0.904 0.660 3.581 0.527 2.132 1.695 1.238 1.089 0.988 8.12 1.137 0.904 0.660 0,576 0.520 2.132 1.695 1.238 1.080 0.9 75 8.21 1.137 0.904 0.660 0.576 0.513 2.132 1.695 1.238 1.080 0.962 8.30 1.137 0.904 0.660 0.576 0.503 2.132 1.695 1.238 1.080 0.943
- 8. 9_3 1.137 0.904 0.40 0.576 0.503 2.132 1.695 1.238 1.080 0.943 9.02 1.137 0.004 0.660 0.5 76 0.500 2.132 1.695 1.236 1.08*J 0.938 9.11 1.137 0.904 0.660 0.561 0.490 2.132 1.695 1.238 1.052 0.919 9.71 1.137 0 G. 0.660 0.542 0.475 2.132 1.695 1.238 1.0*6 0.891 a 9.31 1.137 u.904 0.660 0.542 0.457 2.132 1. F.s I .C'8 i v016 0.857 9.40 1.137 0.904 0.660 0.542 0.442 2.13? 1. 6" 1.238 1.UQ 0.829 9.50 1.137 0.904 0.660 0.542 0.432 2.132 1.6Y5 5238 1.0G 0.810 9.60 1.137 0.904 0.660 0.542 0.428 2,132 1.695 1.238 1.016 0.803 9.70 1.137 0.904 c.660 0.542 0.424 2.13* 1.695 1.238 1.016 0.795 9.81 1.117 0.904 0.660 0.542 0.420 2.132 j
1.695 1.238 1.016 0.788
. 9.91 1.137 0,904 0.660 0.542 0.413 2.132 1.695 1.*38 1.016 0. 774 10.01 1.137 0.904 0.660 0.542 0.410 2.132 1 .6 95 1.238 1.0'6 0.769 1C.12 1.137 0.904 0.M0 0.542 0 '06 2.131 1.695 1.233 1.016 0.761 10.23 1.137 0.904 0.660 0.530 0.401 2.132 1.695 1.238 0.194 0.752 10.33 0.985 0.818 0.508 0 493 0.401 5.847 1.534 1.140 0.924 0.752 10.44 0.835 0.709 0.540 0.471 0.401 1.659 1.329 1.013 0.883 0. 752 10.55 0.857 0.689 0.540 0.471 0.401 1.607 1.292 1.013 0.883 0.752 11.24 0.857 0.689 0.540 0.471 0.401 1.607 1.292 1.013 0.883 0. 752 11.35 0.857 0.689 0.540 0.471 0.398 1.607 1.292 1.013 0.883 0.746 11.47 0. 73 7 0.616 0.508 0.456 0.391 ~ '
1.382 1.155 0.953 0.855 0. 733 11.59 0 . 73 7 0.616 0.497 0.443 0.391 1.382 1.155 0.932 0.831 0. 733 11.84 0.737 0.616 0.497 0.443 0.391 1.382 1.1$5 0.932 0.831 0.733 11.96 0.8 70 0.640 0.497 0.443 0.391 1.631 1.200 0.932 0.831 0. 733 -i 12.87 0.870 0.640 0.497 0.443 0.391 1.631 ). 200 0.932 0.831 - 0.733 13.01 0.870 0.658 0.543 C.477 0.397 1.631 1.234 1.018 0.894 0.744 13.14 0.870 0.720 0.598 0.513 0.412 1.631 1.350 1.121 0.962 0.773 13.28 1.036 0.811 0.630 0.535 0.424 1.943 1.521 .1.121 1.003 0.795 13.42 1.036 0.811 0.630 0.539 0 430 1.943 t,521 1.181 1.011 0.806 18.18 1.036 0.811 0.630 0.539 0.430 1.943 1.521 -1.181 1.011 0.806 18.37 0.909 0 . 73 7 0.625 0.539 0.430- 1.704 1.382 1.1 72 1.011 0.806 18.56 0.909 0.737 0.607 0.528' O.428 1.704 1.382 1.138 0.990 0.803 i2 23 88 i tNronwarion l, 1 oNi.y l
. . . . Sheet C-31
. f
l w Specifica0on No C.114 ER.O.El .
P!LotlN AM*Ll?ltD tt!*DNSt EPECTRA teneter vesset tiev. 55.2 pass Point 20 (Pege 4 of 4) horisontet D8E Moritantti SSE freq.
4 (ha) 1/2 1% 21 31 51 1/2 1% 2% 3% $1
'8.76 0. 8 75 0.683 0.569 0.5 D6 0.423 1. 641 1.281 1.067 0. 94 9 0.793 18.95 0.875 0.683 0.568 0.499 0.413 1s641 1.281 1.D65 0.936 0.774 19.15 0. 8 75 0.683 0.568 0,499 0.411 1.641 1.281 1.065 0.936 0.771 i9.76 0.875 0.683 0.5 68 0.499 0.411 1.641 1.281 1.D65 0.936 0.771 19.97 0. 84 8 0.683 0.56E 0.499 0.411 1.592 1.281 1.065 0.936 0.771 20.18 0. 84 8 0.6E3 0.568 0.499 0.411 1.5 90 1.281 1.06s 0.936 0. 771 20.39 0. 84 8 0.683 0.558 0.491 0.4D8 1.590 1.281 1.046 0.921 0.765 20.61 0. 84 8 0.628 0.521 0.471 0.405 1.5 90 1.178 0.9 77 0.883 0. 759 20,83 0.79. 0.622 0.6 84 0.452 0.398 1.&09 1.166 0.908 0. 84 5 0.746 21.04 0.794 0.622 0.4 84 0.436 0.392 1.480 1.166 0.908 0.818 0. 735 21.27 0. 794 0.622 0.484 0.430 0.386 1.489 1.166 0.908 0.806 0.724 21.49 0. 79. 0.622 0.484 0.430 0.382 1.4e9 1.166 0.908 0.806 0.716 21.7z ' 'at 0.672 0.484 0.428 0.3T7 1.489 1.166 0.90A 0.863 0.70?
21.9e 0.794 0.595 0.458 0.422 0 .! 72 1.489 1.116 0.859 0.791 f.a 22.17 0.692 0.559 0.453 0.411 0.3?$ 1.295 1.D48 0. 84 9 0.771 t , 235 22.41 0.692 0.559 0.453 0.406 0.358 1.498 1.048 0.%49 0.761 0.671 22.64 0.692 0.559 0.453 C. 4 D4 0.349 1.298 1.048 0.f49 0. 73 8 0.654 22.88 0.692 0.559 0.453 0.397 0.338 1.298 1.04 8 0. 849 0.744 0.634 23.12 0.692 0.546 0.436 0.380 0.329 1.298 1.024 0.818 0.713 0.617 23.36 0.692 0.546 0.417 0.359 0.329 1.298 1.024 0.782 0.673 0.617 23.61 0.692 0.546 0.4)7 0.359 0.329 1.298 1.024 0.782 0.673 23.86 0.684 0.617 0.526 0.417 0.359 0,328 1.283 0.986 0.782 0.6 73 0.615 24.11 0.605 0.521 0.417 0.359 0.327 1.134 C 977 3. 782 0 . 6 73 0,613 24.36 0.565 0.481 0.4D6 0.357 0.326 1.059 0.902 0.761 0.6e9 24.62 0.565 0.611 0.458 0.385 0. 343 0.324 1. 0'49 0.859 0.722 0.053 0. 608 24.88 0,565 0.458 0.369 0.345 0.323 1.059 0.859 0.692 25.14 0.565
- 0. 64 7 0.606 0.458 0.365 0.345 0.321 1.059 0.859 0.684 0. 64 7 0.602 25.40 0.565 0.458 0.365 0.344 0.318 1.059 0.850 0.684 0. 645 25.67 0.538 0.596 0.430 0.363 0.339 0.313 1.009 0.806 0.681 0.636 0.587 25.94 0.538 0.428 0.354 0.330 0.308 1.000 0.803 0.664 0.619 26.21 0.538 0.428 0.578 0.351 0.320 0.302 1.009 0.803 0.658 0.600 0.566 27.33 0.538 0.428 0.351 0.320 0.302 1.009 0.803 0.658 0.600 27.62 0.512 0.566 0.428 0.351 0.320 0.302 0.960 0.803 0.658 0.600 0.566 -
27.91 0.512 0.426 0.341 0.320 0.302 0.960 0.799 0.639 0.600 28.21 0,476 0.407 0.566 0.341 0.320 0.302 0.S93 0.763 0.639 0.600 0.566 28.50 0.461 0.391 0.341 0.320 0.302 0.864 0 .73 3 0.639 0.600 28.80 0.461 0.566 0.391 0.141 0.320 0.302 0.864 0.733 0.639 0.600 0.566 29.10 0.451 0.391 0.341 0.320 0.302 0.846 0. 733 0.63 9 0.600 31,98 0 *51 0.566 0.391 0.141 0.320 0.302 32.31
- 0. B46 0.733 0.639 0.600 0.566 0.304 0.3 70 0.339 0.320 0.301 0.739 0.694 0.636 32.65 0.394 0.600 0.5 64 0.359 0.330 0.316 0.301 0.730 0.673 0.619 0.593 0.564 33.00 0.387 0.340 0.316 0.308 0.299 0. 726 0.638 33.34 0.387 0.593 0.578 0.561 0.340 0.303 0.302 0.296 0.726 0.638 0.568 0.564 0.555 33.69 0.380 0.335 0.303 0.298 0.293 0.713 0.628 0.568 0.559 0.549
. 989/mp20.ptn/12 23 88 Sheet C-32
inronw aTion CNLY
\
""0ll%*/ '* !
r J~ 7 r)lLGRIM AMPLIFIED RESPONSE SPECTRA it
?! Reactor Vessel- Elev. 86.94 - Mass Point 16 ll qo t: --
' - Dampings: 1/2.1. 2. 3. 3%
~~ ~
to - - -
Horizonta' OBE For SSE. mtAtir!y by 1.875 9 -
,. g .
a i 3
w
? 8 e 2
Wm ,
i
~
p 3 5 - _
" o .
i 4 . _
9 3- ? i '
i i I 2
i
';w_b . , i- l ,
J o 1 g,
~
i i 8 g;
o _ __ _ j_
j _ ,_ g. _
j . _. 7 _ 9_ _, _ ; _ _ _ ,. . _,. _. . , -. _ q. _ _ g _ _ g __ j 9 j 2.0 6.0 10.0 14.0 18.0 22 0 20.0 30.0 34.0 h 8
-N anos os Frequency (Hz) z 9
9
?
m 3!
O a.
m O #
+
z., c
Specification No. C-114-ER.0-EO PILORIM AMPLIFIED RESPON$E SPE0f tA Reactor vesset Elev. 86.94
- Mass Point 16 (Page i of 4)
Horizontal Cet Horitantal SSE freq.
(H2) 1/2 11 21 31 51 1/2 11 2% 3% $1 2.02 0.497 0.457 0.396 0.356 0.310 0.932 0.857 0.743 0.668 0.581 2.04 0.497 0.457 0.396 0.356 0.312 0.932 0.857 0.743 0.668 0.585 2.06 0.497 0.457 0.396 0.356 0.314 0.932 0.857 0.743 0.668 0.589 2.09 0.497 0.457 0.396 0.350 0.315 0.932 0.857 0.743 0.668 0.591 2.11 0.497 0.457 0.396 0.356 0.318 0.932 0.857 0.743 0.648 0.596 2.13 0.497 0.457 0.396 0.356 0.320 0.932 0.857 0.743 0.668 0.600 2.15 0.497 0.457 0.396 0.356 0.3 23 3.932 0.857 0.743 0.668 0.606 2.17 0.497 0.457 0.396 0.358 0.324' O.932 0.85 7 0.743 0.671 0.608 2.20 0.497 C.457 0.396 0.358 0.324 0.932 0.857 0.743 0.671 0.608 2.22 0.514 0.458 0.4 09 0.373 0.326 0.964 0.859 0.767 0.699 0.608 2.24 0.554 0.4 79 0.425 0.386 0.333 1.039 0.898 0.797 0.724 0.624 2.27 0.600 0.500 0.430 0.391 0.34 0 1.125 0.933 0.806 0. 733 0.638 2.29 0.600 0.500 0.430 0.391 0.141 1.125 0.938 0.806 0.733 0.639 2.39 0.600 0.500 0.430 0.391 0.341 1.125 0.938 0.806 0.733 0.639 2.41 0.600 0.500 0.430 0.391 0.34 2 1.125 0.938 0.806 0.733 0.641 2.44 0.600 0.500 0.430 0.3V1 0.358 1.125 0.918 0.806 0.733 0.671 2.47 0.627 0.543 0.454 0.413 0.374 1.176 1.018 0.851 0.774 0.701 2.49 0.627 0.543 0.459 0.421 0.387 1.176 1.018 0.861 0.789 0.726 2.52 0. 64 8 0.5 84 0.495 0.440 0.407 1.215 1.095 0.928 0.821 0.763 2.54 0.733 0.654 0.547 0.489 0.441 1.374 1.226 1.020 0.917 0.827 2.57 0.799 0.719 0.610 0.544 0.4 72 1.498 1.348 1.144 1.020 0.885 2.60 0.866 0.778 0.656 0.581 0.497 1.424 1.459 1.23 0 1.089 0.932 2.63 0.876 0.775 0.665 0.5 95 0.514 1. 64 3 1.459 1.247 1.116 0.964 2.63 0.944 0.795 0.A65 0.5 95 0.524 1.770 1.491 1.247 1.116 0.9 83 2.68 0.944 0.795 0.665 0.599 0.531 1.770 1.491 1.247 1.123 0.996 2.71 0.944 0.795 0.665 0.606 0.554 1.770 1.491 1.247 1.136 1.039 2.74 0.944 0.795 0.674 0.628 0.5 75 1.770 1,491 1.264 1.178 1.078 2.77 0.944 0.795 0.698 0.655 0.598 1. 770 1.491 1.3 09 1.228- 1.121 l 2.80 0.9' 6 0.808 0.744 0.685 0.622 1.770 1.515 1.3 95 1.284 1.166 2.82 1.008 0.924 0.806 0.722 0.646 1.890 1.733 1.511 1.354 1.211 2.85 1.1 63 1.035 0.86 9 0.764 0.667 2.181 1.941 1.629 1.433 1.251 2.88 1.193 1.057 0.889 0.7h3 0.684 2.237 1.982 1.667 1.468 1.283 __
2.91 1.262 1.069 0.889 0.785 0.696 2.366 2.004 1.667 1.4 72 1.305 2.95 1.393 1.227 1.000 0.865 0.722 2.612 2.301 1.8 75 1.622 1.354 2_98 1.4 83 1.307 1.089 0.942 0.770 2.781 2.451 2.042 1.766 1.444 3.01 1.696 1.437 1.128 0.984 0.805 3.180 2.694 2.115 1.845 1.509 3 , 04 1.801 1.517 1.154 1.005 0.826 3.3 77 2.b44 2.164 1.L84 1.549 3.07 1.801 1.543 1.185 1.023 0.834 3.3 77 2.893 2.222 1.918 1.5 64 3.10 1.801 1.563 1.209 1.028 0.84 2 3.3 77 2.931 2.267 1.928 1.5 79 3.14 1.954 1. 64 0 1.27L 1.057 0.856 3.664 3.073 2.396 1.982 1.605 3.17 2.034 1.687 1.308 1.0 77 0.906 3.814 3.163 2.453 2.019 1.699 3.20 2.034 1.687 1.308 1.0 77 0.9 70 3.814 3.163 2.453 2.019 1.819 i
989/sp16.prn/12 23 88 gg l INFORM 4TH3N i oNLY I '" C'." :
s Specification No.~ C.114.ER.O.EO d
4 PILOR]M AMPLIFIED RESDOWSE SPECTRA
, +
Reactor vessel . Elev. 86.94
- Mass Point 16 (Page 2 of 4) ar t ront al 08E Horigentet SSE 4
Freq.
! (MO 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
3.24 2.034 1.687 1.308 1.100 1.046 3.814 3.163 2.453 2.063 1.961 L 27 2.034 1.687 1.308 1.226 1.130 3.814 3.163 2.453 2.299 2.119 3.30 2.034 1.687 1.439 1.344 1.217 3.814 3.163 2.698 2.520 2.282 3.34 2.034 1.687 1.551 1.450 1.306 3.814 3.163 2.906 2.719 2.449 j 3.37 2.034 1.'57 1.639 1.546 1.395 3.814 3.294 3.073 2.899 - 2.616 i 3.41 2.034 1.785 1.711 1.638 1.4M 3.814 3.347 3.208 3.071 2.790 l 3.45 2.03, 1.800 1.792 1.743 1.589 3.814 3.375 3.360 3.268 2.9 79
! 3.48 2.034 1. 88 '. 1.927 1.884 1.703 3.814 3.533 3.613 3.533 3.193 f
3.52 2.088 2.1?0 2.170 2.084 1.733 3.915 4.050 4.069 3.908 3.437 3.56 2.784 2.725 2.553 2.351 1,9 75 5.220 5.109 4.787 4.408 3.703 3.59 3.892 3.562 3.051 2.662 2.117 7.298 6.67f 5.721 4.991 3.969 3.63 5.183 4.503 3.568 2.962 2.240 9.118 8.443 6.690 5.554 4.200 3.67 7.204 5.698 4.018 3.209 2.320 13.508 10.684 7.534 6.017. 4.350 3.71 J.724 7.161 4 510 3.405 2.385 18.233 13.427 8.456 6.384 4.472
, 3.75 10.350 7.647 4.789 3.596 2.422 19.406 14.338 8.979 6.743 4.541 3.79 10.350 7.647 4.789 3.613 2.479 19.406 14.338 8.979 6.774 4.648
. 3.83 10.350 7.64 7 4.789 3.613 2.480 19.406 14.338 8.979 6.774 4.650 l 5.13 10.350 7.64 7 4.789 3.613 2.480 19.406 14.338 8.979 6.774 4.650 5.18 8.629 6.676 4.538 3.5 75 2.480 16.179 12.518 8.509 6.703 4.650 5.24 5.742 5.046 4 .074 3.3W 2.480 10.766 9.461 7.639 6.373 4.650 5.29 5.688 4.869 3.854 3.245 2.479 10.665 9.129 7.226 6.084 4.648
- 5.81 5.688 4.849 3.854 3.245- 2.479 10.665 9.129 7.226 6.084 4.648 5.87 5.638 4.869 3.835 3.202 2.447 10.665 9.129 7.191 6.004 4.588 5.94 5.099 4.445 3.590 3.052 2.379 9.561 8.134 6. 731 5.723 4.461 6.00 4.026 3.691 3.191 2.821 2.284 7.549 6.921 5.983 5.289 4.283 6.06 3.415 2.935 2.770 2.570 2,1 75 6.403 5.503 5.194 4.819 4.078 6.12 3.415 2.684 2.443- 2.355 2.069 6.403 5.033 4.541 4.416 3.879 6.19 3.415 2.684 2.261 2.204 1.9 73 6.403 5.033 4.239 4.133 3.699 l- 6.25 3.415 2.684 2,j78 2.110 1.891 6.403 5.033 4.121 3.956 3.546 6.32 3.415 2.684 2.171 2.043 1.819 6.403 5.033 4.071 3.831 3.411 6.39 3.415 2.684 2.110 1.9 74 1.752 6.403 -5.033 3.956 3.701 3.285 6.45 3.415 2.684 2.014 1.899 1.689 6.403 5.033 3.776 3.561 3.167
~
j 6.52 3.415 2.684 2.014 1.829 1.632 6.403 5.033 3.776 3.429 3.060 l 69 3.415 2.684 2.014 1. 773 1.555 6.403 5.033 3.776 3.324 2.9 72 3_ 6.66 3.415 2.684 2.014 1.727 1.540 6.403 5.033 3.776 3.238 2.888
- 6. 73 3.271 2.684 2.014 1.703 1.490 6.133 5.033 3.776 3.193 2.794 i 6.80 3.271 2.684 2.014 1.676 1.430 6.133 5.033 3.776 .3.143 2.681 6.87 3.236 2.662 2.014 1.660 1.353 6.068 4.991 3.776- 3.113 2.537 6.94 3.187 2.662 2.014 1.660 1.324 5.976 4.991 3.776 3.113 2.483 7.02 3.187 2.662 .2.014 1.660 1.2 78 5.976 4.991 3.776 3.113 2.396
, 7.09 3.187 2.662 2.014 1.660 1.270 5.9 76 4.991 3.776 3.113 2.381 7.17 3.187 2.662 2.014 1.660 1.270 5.976 4.991 3.776 3.113 2.381 l
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'12 23 88
!- *' [If " Sheet C-35 L " Z".".." !
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Specification No. C 114.ER.0-EO l
PILORIM A OLIFIED RE$PONSE SPEC 1RA l Reactor vesset Elev. 86.94
- Mast Point 16 (Page 3 of 4) i Mortront61 CSE Nortrontal $$E Freq.
(H3) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
7.24 3.120 2.619 2.014 1.660 1.270 5.Ft0 4.911 3.776 3.113 2.381 7.32 2.841 2.376 1.942 1.635 1.263 5.327 4.455 3.641 3.066 2.368 7.39 2.841 7 '82 1 826 1.567 1.231 5.327 4.091 3.424 2.938 2.308 7.47 2.841 2.1 A 1.720 1.470 1.179 5.327 4.091 3.225 2.75. 2.211 7.55 2.841 2.182 1.589 1.339 1.112 5.327 4.091 2.979 2.511 2.085 i 7.63 2.721 2.105 1.547 1.301 1.084 5.102 3.947 2.901 2.439 2.033 7.71 2.520 1.977 1. 4'd8 1.253 1.079 4.725 3.707 2.678 2.349 2.023
! 7.79 2.520 1.977 1.428 1.182 1.06) 4.725 3.707 2.678 2.216 1.989 j 7.87 2.520 1.977 1.428 1.167 1.039 4 . 725 3.707 2.678 2.188 1.948 7.96 2.520 1.977 1.428 1.167 1.014 4.725 3.707 2.678 2.188 1.901
- 8.04 2.520 1.977 1.428 1.167 0.989 4. 725 3.707 2.678 2.188 1.854
- 5. / 2.520 1.977 1.428 1.172 0.998 4.725 3.707 2.678 2.198 1.871 8.21 2.520 1.977 1.428 1.204 1.000 4.725 3.707 2.678 2.258 1.875
- 10.23 2.520 1.977 1.428 1.204 1.000 4.725 3.707 2.678 2.258 1.875 i 10.33 2.339 1.833 1.394 1.204 1.000 4.386 3.437 2.614 2.258 1.8 75 1
11.24 2.339 1.833 1.3 94 1.204 1.000 4.386 3.437 2.614 2.258 1.875 11.35 2.339 1.833 1.394 1.197 0.991 4.386 3.437 2.614 2.244 1.858 11.47 1.915 1.625 1.278 1.145 0.970 3.591 3.04 7 2.396
{ 2.147 1.819 11.59 1.915 1.625 1.265 1.078 0.941 3.591 3.04 7 2.372 2.021 1.764
. 11.72 1.915 1.625 1.265 1.063 0.908 3.b91 3.047 2.3 72 1.993 1.703 11.84 1.915 1.625 1.265 1.063 0.874 3.591 3.047 2.372 1.993 1.639 f 11.96 1.915 1.625 1.265 1.063 0.845 3.591 3.047 2.372 1.993 1.584 12.74 1.915 1.625 1.245 1.063 0.845 3.591 3.047 2.3 72 1.993 1.584 12.!7 1.852 1.554 1.238 1.056 0.844 3.4 73 2.914 l
2.321 1.980 1.583 13.01 1.759 1.421 1.161 1.017 0.828 3.298 2.664 2.177 1.907 1.553
! 13.14 -1.759 1.621 1.007 0.965 0.824 '3.298 2.664 2.057 1.809 1.545
- 13.28 1.759 1.421 1.096 0.954 0.824 3.298 2.664 2.055 1.789 1.545 l 13.56 1.759 1.421 1.096 0.954 0.824 3.298 2.664 i.45% 1.789 1.545 13.71 1.75 9 1.421 1.096 0.954 0.821 3.298 2.664 2.055 1.789 1.539 l 13.85 1.505 1.302 1,056 0.932 0.811 2.822 l 2.441 1.c80 1.748 1.521 14.00 1.4 75 1.157 0.944 0.875 0.792 2.766 2.169 1.770 1.641 1.485 14.14 1.475 1.157 0.900 0.808 0.770
' 2.766 2.169 1.688 1.515 1.444 14.29 1.475 1.157 0.900 0.797 0. 75 0 2.766 2.169 1.688 1.494 1.406
! 14.44 1.475 1.*57 0.900 0.797 0. 73 7 2.766 2.169 1.688 1.494 1.382 1 14.59 1.4 75 1.157 0.900 0.797 0.731 2.766 2.169 1.688 1.494 1.3 71 1
14.75 1.475 1.157 0.880 0.797 0.729 2.766 1
2.169 1.650 1.494 1.367
' 14.90 1.333 1.030 ' O 863 0.797 0.727 2.499 1.931 1.618 1.494 1.363 15.06 1.333 1.030 0.863 0.797 0.722 2.499
' 1.931 1.618 1.494 1.354 15.22 1.333 1.030 0.863 0.791 0.711 2.499 1.931 1.618 1.483 1.333 15.38 1.333 1.014 0.820 0.766 0.697 2.499 1.901 1.538 1.436 1.307
, 15.34 1.333 1.014 0.809 0.734 0.676
' 2.499 1.901 1.517 1.376 1.268 15.70 1.333 1.014 0.809 0. 734 0.655 2.499 1.901 1.517 1.376 1.228 i-womvon ' **2 **'
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Sheet C.36
1 i
Specincation No. C-914 ER.0-EO 1
I
. PILORIM AMPLIFIED RESPONSE $FECTRA
{' Eeactor vesset . E ttv. 66.94 . Mass Point 16 i (Page 4 of 4) 4 peritontet 0$E Horizontet $$E
, freq.
', (Hz) 1/2 1% 2% 3% 5% 1/2 1% 2% 3% 5%
4 . ... ........... ...... ....................... ........... ........................ .....
15.87 1.333 1.014 0.809 0.734 0.650 2.499 1.901 1.517 1.376 1.219
, 16.37 1.333 1.014 0.809 0.734 0.650 2.4 99 1.901 1.517 1.376 1.219 16.54 1.111 0.950 0.809 0.734 0.650 2.083 1.781 1.517 1.376 1.219 20.39 1.111 0.950 0.809 0.734 0.650 2.083 1.781 1.517 1.376 1.219 20.61 1.099 0.940 0.809 0.734 0.650 2.061 1.763 1.517 1.376 1.219 i 21.D4 1.099 0.940 0.809 0.650
- 0. 734 2.061 1.763 1.517 T.376 1.219 4 21.27 1.099 0.940 0.809 0.732 0.646 2.061 1.763 1.517 1.373 1.211 21.49 1.099 0.897 0.785 0.717 0.639 2.061 1.682 1.4 72 1.344 1.198 21.72 1.099 0.833 0.746 0.691 0.627 2.061 1.562 1.399 1.296 1.176 21.94 1.099 0.233 0.720 0.665 0.611 2.061 1.562 1.350 1.247 1.146 22.17 0.899 0.792 0.679 C 649 0.594 1.686 1.485 1.2 73 1.217 1.114 22.41 0.899 0.792 0.679 0.635 0.578 1.686 1.485 1.2 73 1.191 1.084 22.64 0.895 0.792 0.679 0.629 0.566 1.686 1.485 1.2 73 1.1 79 1.061
- 22.88 0.89' O.792 0.679 0.618 0.558 1.686 1.485 1.2 73 , 1.159 1.046 23.12 0 199 0 . 75 4 0.657 0.599 0.558 1.686 1.414 1.232 1.1 23 1.046 23.36 0.899 0.754 0.635 0.5 99 0.558 1.686 1.414 1.191 1.123 1,046
, 23.86 0.8 90 0.754 0.635 0.5 99 0.558 1.686 1.414 1.191 1.123 1.046 24.11 0.856 0. 754 0.635 0.5 99 0.558 1.605 1.414 1.191 1.123 1. 04 6 j 24.36 0.E34 0.713 0.635 0.599 0.558 1.564 1.337 1.191 1.123 1.046
, 25.14 0.834 0.713 0.635 0.5 99 0.558 1.5 64 1.337 1.191 1.1 23 1.046 l 25.40 0.834 0.713 0.635 0.5 99 0.557 1.5 64 1.337 1.191 1.123 1.044
, 25.67 0.816 0.713 0.635 0.595 0.552 1.530 1.337 1.191 1.116 1.035
- 25.94 0.816 0.713 0.623 0.583 0.546 -1.530 1.337 1.168 1.093 1.024
, 26.21 0. 795 0.684 0.612 0.571 0.537 1.491 1.283 1.148 1.071 1.007 i 26.49 0.795 0.684 0.612 0.571 0.529 1.491 1.2 83 . 1.148 1.071 0.992 26.77 0. 795 0,684 0'.612 0.571 0.523 1.491 .1.283 1.148 1.071 0.931 l 33.34 0.795 0.684 0.612 0.571 0.523 1.491 1.283 1.148 1.071 0.981 33.69 0.795 0.682 0.612 0.571 0.523 1.491 1.279 1.148 1.071 0.981 t
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INFORMATH3N t' 12 23 88 CNLY
, "00",* * [ Sheet C-37
& l Specification No. C-ll4-ER-0-E0 APPENDIX D i
IURBINE BUILDING HORIZONTAL SPECTRA l 1
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Sheet D-1 j (NFORM ATION
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Turbine Bunding Mathematical Model from Reference 2 l
I INFORMAfivN j ONLY
- ";,:7.;*,' 'a i Sheet D-2
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~i, PILGRIM AMPL!~ SD RESPONSE SPECTRA
!! "! Turbine Buildng - Elev. 23.0 - Mass Point 2
!k E 2 ec s y -
2.40 i Dampings: 1/2.1, 2. 5. 7%
Horizontal OBE 2 20 For SSE multiply by 1.875 1
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a Frequency (Hz) {z 9
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ty Specihcation No. C.114.ER.Q-EO PILCRIM AMPLIF]ED RESPON51 $PECTRA Turbine twilding . Elev. 23.0 . Mass Point 2 Hor (rontal CBE FREQ. CAMP]hG (%)
(M ) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.20 0.63 0.57 0.48 0.42 0.38 0.35 0.33 0.32 0.32 0.32 0.31 4.40 2.54 2 G4 1.43 1.21 1.03 0.89 0.79 0.72 0.66 0.61 0.57 5.10 2.54 2.04 1.43 1.21 1.03 0.89 0.79 v.72 0.66 0.61 0.57 5.60 0.81 0.74 0.71 0.67 0. 54 0.60 0.57 0.54 0.52 0.49 0.47 5.80 1.00 0.72 0.64 0.59 0.55 0.51 0,48 0.46 0.44 0.42 0.41 6.90 2.02 1.43 1.00 0.85 0.74 0.66 0.60 0.55 0.51 0.48 0.46 8.10 2.02 1.43 1.00 0.85 0.74 0.66 0.60 0.55 0.51 0.48 0.46 8.60 0.62 0.59 0.57 0.56 0.53 0.51 0.48 0.46 0.44 0.42 0.40 27.00 0.24 0.24 0.23 0.22 0.21 0.21 0.20 0.20 0.20 0.20 0.20 100.00 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Horizontal SSE Flf0 0 AMP {k0 (%)
(Ma) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.t; C.00 0.00 0.00 0.00
- 0.00. 0.00 0.00 0 0.00 3.20 1.18 1.06 0.90 0.78 0.71 0.65 0.61 0.60 0.60 0.60 0.58
- 4.40 4.76 3.82 2.65 2.26 1.93 1,66 1.48 1.35 1.23 1.14 1.06 5.10 4.76 3.82 2.63 2.26 1.93 1,66 1.48 1.35 1.23 1.14 1.06
' 5.60 1,51 1.as 1.33 1.25 1.20 1.12 1.06 1.01 0.97 0.91 0.88 5.80 1.87 3.35 i.?O 1.10 1.03 0.95 0.90 0.86 0.82 0.78 0.76 6.90 3.78 2.68 1.87 1.59 1.38 1.23 1.12 1.03 0.95 0.90 0.86 8.10 3.78 2.68 1.87 1,59 1.38 1.23 1.12 1.03 0.95 0.90 0.86 8.60 1.16 1.10 1.06 1.05 0.99 0.95 0.90 -0.86 0.82 0.78 0. 73 27.00 0.45 0.45 0.43 0 41 - 0.39 0.39 0.37 0.37 0.37 0.37 0.37 ~
100.00 0.35 0.35- 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33
. l INFORM ATHDN SheetDw4 l ONLY h '"$" $?e'
.. .- . -.-. . _ . . . - - - - - . ~ . . . . - . . - . . . . - . - . . - .. - . - . . - . . - ..
E 3
M PILGRIM AMPLIFIED RESPONSE SPECTRA 0; ;
- j
- 4 oo Turbine Buildng - Elev . 37. 0 - Mass Point 3 E
- Dampings: 1/2.1. 2. 5. 7%
3m .
Horizontal OBE For SSE.nudtiply by 1.875 F i 2 i I
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Frequency (Hz) iz 9
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Spoclhcation No. C.114.ER.O EO Pitf. !M M*LilllD AtlPut$1 $FECTRA furcine 4stLdin9 Elev. 37.0 Pass Point 3 horisontal 06E ftto. CAMP 140 (%)
int) 0.5 1 2 3 6 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.20 J.74 0.67 0.57 0.51 0.47 0.43 0.41 0.40 0.40 0.39 0.39 4.40 3.68 2.96 2.07 1.73 1,48 1.27 1.11 1.01 0.93 0.S6 0.80 k
5.10 3.68 2.96 2.07 1.73 1,48 1.27 1.11 1.01 0.93 0.86 0.80 5.60 1.18 1.09 1.03 0.96 0.91 0.85 0.81 0.77 0.73 0.69 0.65 5.80 1.14 1.00 0.83 0.80 0.75 0.70 0.67 C.64 0.61 0.58 0.56 6.90 2.81 1. 93' 1.39 1.18 1.05 0.91 0.83 0.76 0.71 0.67 0.63 8.10 2.81 1.99 1.39 1.18 1.03 0.91 0.83 0.76 0.71 0.67 0.63 8.60 0 *.5 0.81 0.77 0.78 0. 73 0.70 0.66 0.63 0.61 0.58 0.56 27.00 0.25 0.25 0.25 0.25 0.25 0.24 0.24 0.24 0.24 0.24 0.24 100.00 0.23 .23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 portaontal 556
=
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(Na) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.20 1.35 1 25
- 06 0.95 0.88 0.80 0.76 0. 75 0.75 0. 73 0. 73 4.40 6.90 5.55 3.58 3.24 2.77 2.38 2.08 1.89 1.74 1.61 1.50 5.10 6.90 5.55 3.85 3.24 2.77 2.38 2.08 1.89 1,74 1.61 1.50 5.60 2.21 2.04 1.93 1.80 1.70 1,51 1.59 1,44 1.36' 1.29 1.21 5.80 2.13 1.87 1.65 1.50 1.40 1.31 1.25 1.20 1.14 1.08 1.05 6.90 5.26 3.73 2.60 2.21 1.93
( 1.70 1.55 1.42- 1.33 1.25 1.18 8.10 5.26 3 . 73 2.60 2.21 1.93 1.70 1.,' .1.42 1.33 1.25 1.13 8.60 1,59 1.51 1.48 1.46 1.36 1.31 1.2J 1.18 1.14 1.08 1.05 -
27.00 0.46 0.46 0.46 0.46 0.46 0.45 0.45 0.45 0.45 0.45 c.45 100.00 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 0.43 mrowatiow owa Sheet D-6
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$ i Spxificat!on No. C.t i4 ER.O.EO i
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i PILCt!M AMPtif t!D AtlP0A$t $l!Citta f urbire building E ter. 51.0
- Mats Point 4
- Norttental 08t t
I 4
Freq.
4 CAMPl u (1.)
(at) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
- 0.00 0.00 3.20 0.90 0.81 0.70 0.64 0.58 0.54 0.51 0.50 0.49 0.49 I
0.48 4.40 5.15 4.13 2.91 2.40 2.05 1.77 1.54 1.35 1.27 1.18 1.09 l 5.10 5.15 4.13 2.91 2.40 2.05 1.77 1.54 1.38 1.2/ 1.18 1.09 1 5.60 1.76 1.58 -1.44 1.34 1.26 1.19 1.12 1.05 0.M C.94 0.89 5.80 1.62 1.39 1.20 1.10 0.97 j
1.03 0.92 0.87 0.83 0.80 0.77 6.90 4.05 2.82 1.97 1.66 1.45 1.29 1.17 1,07 0.99 0.93 0.88 l 8.10 4.05 2.82 1.97 1.66 1.45 1.29 1.17 1.07 0.99 0.9? 0.88 j 8.60 . 1.21 1.14 1.11 1.07 1.02 0.97 0.93 0.88 0. S 0.82 0.79 27.00 0.35 0 35 0.35 0.35 0.35 0.35 0.35 l 0.35 0.3s 0.35 0.34 100.00 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.!2 0.32 0.3k -0.32 i
1 h
i morttental $$t i
j I MG .
C AMPlh*. (L)
(ht) . 0.5 1 2 -3 4 5 6 7 8 9 10 I
0.10 0.00 0.00 0.s0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.20 1.68 1.51 1.31 1.20 1.08
} 1.01 0.95 0.93 0.91 9.91 0.90 4.40 9.65 7. P. 5.45 4.50 3.84 5 3.31 2.88 2.58 2.38 2.21 ? 04 5.10 9.65- 7.74 5.45 4.50 3.84 3.31 2.68 2.58- 2.38 2.21 2.04 l 5.60 3.30 2.96 2.70 2.51 2.36 2.23 2.10 1.96 1.85 1.76 1.66 l 5.80 3.03 2.60 2.25 2.06 1.93 l 1.81 1.72 1.63 1.55 1.50 1.44 6.90 -7.59 5.28 3.69. 3.11 2.71 2.41 2.19 2.00 1.85 1.74 1.65 i 8.10 7.59 5.28 3.69 ~ 3.11 2.71 2.41 2.19 2.00 i 1.85 1.74 1.65 8.60 2.26 2.13 2.08 2.00 1.91 1.81' 1.74 1.65- 1.59 1.53- 1.48 27.00 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.63 100.00 0.60 0.60 0.60 0.60 0.60 0.60 -0.60 0.60 0.60 0.60 0.60 1
i I
! f0[$'/ Sheet D-8
..-ee a l"... -
a e ,-y--- .....,w,.,.,.u-.e- ..~-.m,,,,,> . swr +--r-- w - ,-s..--# e- a%. _----wr+ +v -w-r--w-*--'-t'v'-N-, a
t 1
l T: i, PILGRIM AMPLIFIED RESPONSE SPECTRA !
!! ?! Turbino Buildng - Elev . 105. 5 - Mass Point 7 fi* =E is co
? i
~
25.00 Dampngs- 1/2.1. 2. 5. 7%
,, og itwizontal OBE l' For SSE nwA2rty by 1.875 I
I i 12 00 11 C0 I l
10.00
- 7 ' '
r h
CD { .
r 3 00 i . . . . . . . ,
m r a 8
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2.00 2
- f . 00 ?
I (n G,00 ---
9 g g g,._ g .. . _ . g _. . _ j _ . j g g g g g 0 4 8 12 16 20 24 8 32 h
- O Frequency (Hz) i z
9 9
?
n 31 i
- i p
3 i '
i Sp0edication No. C.114.ER.O.EO f
4 d
3 P!L0tlM AMPLIFlto #15tchst 58101RA 1
Turbine $wildir g I t er. 105.5 Pass Point 7 i
horizontal CBE l treo. CAMPIkb (1) a (Ha) 0.5 1 2 3 4 5 6 7 8 9 10 j
i 0.10 0.00 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 3.20 1.76 1.60 1.44 1.33 1.24 1.15 1.10 1.05 1.03
! 1.03 1.02 4.40 13.23 -10.63 7.50 6.16 5.26 4.53 3.98 3.61 3.30 3.03 2.80 I 5.10 13.23 10.63 7.50 6.16 5.26 4.53 3.98 3.61 3.30 3,03 2.80 ;
y 5.60 4.83 4.33 3.82 3.58 3.33 3.13 2.95 2.78 2.62 2.46 2.32 5.80 4.75 4.09 3.f 9 3.20 2.98 2.80 2.66 2.52 2.40 2.29 2.19 3 e.90 15.25 10.43 7.?2 5.85 5.07 4.48 4.03 3.68 3.40 3.16 2.97 8.10 15.25 10.43 7.22 5.28 5.07 4.48 4.03 i
3.68 3.40 3.16 2.97 8.60 4.81 4.35 4.24 3.94 3.60 3.35 3.21 i 3.06 2.92 2.79 2.67 *
- ??.00 0.97 0.96 0.9e 0.93 0.93 0.93 0.94 0.94 0.94 0.94 0.94 l 100.00 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 1
i .
i t
i porttontal 55E freq.
pgp tg (t.)
, tha) 0.5
- 2 3 4 j
- 5 6- 7 8 9 10 j 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
{ 3.20 3.30 3.00 2.70 2,49 2.32 2.15 2.06 . 96 1.93 1.93 1,91
!- 4.40 26.80 19.93 16.00 11.50 9.06 8.49 7.46 6.76 6.18 5.68 5.25 5.10 24.80 10.93 14,00 11.50 9.86
' 8.49 7.46 6.76 6.18 5.63 5.25 5.60 9.06 8.12 7.16 6.71 6.24 5.86 5.53 5.21 4.91 4.61 4.35
, 5.60 8.9) 7.67 6.54 6.00 5.58 5.25 4.98 4.72 4.50 4.29 4.10 6.90 28.59 19.55 13.50 11.00 9.50 c 60 7.55 6.90 6.37 5.92 5.56 8.10 28,59 19.55 13.50 11.00 9.50 8.40 7.55 6.90 6.37 5.92 5.56 8,60 9.02 8.16 7.95 7.38 6. 75 6.28 6.01 5.73 5.47
- 27.00 5.23 5.M 1.82 1.80 1.76 1.74 1,74 1.74
- 1.76 1.76 1.76 1.76 1. . .,
- 100.00 1.71 1.71 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 4
1 a
4 i,
fN'0l$'/*" Sheet D.10 h".*.0L*."*I
i 1 -
- s. .i PILGRIM AMPLIFIED RESPONSE SPECTRA i; g} Turbine Buildng - Turbine Pedestal - Mass Point 8
?
!!a L ';
y e oO Dampings- 1/2.1. 2. 5. 7%
! a 00 I Honzontal OBE For SSE. multiply by 1.875 i
7 00
$ I e 6 00
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8 12 16 20 24 28 32 i
Q a
or i
Fremency (Hz) n t
- 2 9
9 I
. : l N !
j @ I O !
I 4
d!
Spechcation No. C.114.ER.0 E0 ~
PILGtlM ANPLIFit0 8ISPOWtt $PECTR4 Turbine ti.ntdlns turbine Peoestal
- hess Point 8 Morisontal OSI Itto. CAMPlho (8)
(M ) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.20 1.11 1.01 P.86 0.78 0.72 0.67 0.64 0.63 0.61 0.61 0.60 4.40 8.27 6.71 4.60 3.77 3.20 2.81 2.49 2.23 2.01 1.83 1.68 5.10 8.27 6.71 4.60 3."? 3.20 2.81 2.49 2.23 2.01 1.83 1.6S 5.60 3.52 3.08 2.52 2.25 2.07 1.94 1.85 1.75 1.66 1.57 1.49 6.00 2.74 2.25 1.87 1.64 1.47 1.35 1.27 1.20 1.15 1.11 1.09 6.90 4.it 2.95 2.28 1.92 1.67 1.50 1.36 1.25 1.17 1.11 1.07 8.10 4.16 2.95 2.28 1.92 1.67 1.50 1.3t 1.25 1.17 1.10 1 04 R.60 1.33 1.34 1.34 1.29 1.23 1.17 1.12 1.08 1.04 0.72 0,73 17.5; 0.92 0.92 0.92 0.90 0.87 0.84 0.81 0.79 0.77 0.75
- 18. 3;- 0. 73 0.88 0.t9 0.89 0.86 0.83 0.81 0.78 0.76 0.74 0.72 0.71 27.00 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 100.00 0.47 0.47 0.47 0.47 0.47 0.4/ 0.47 0.47 0.47 0.47 0.47 Norizontal $$E frea. 0Amptu0 (t)
(MI) 0.5 1 2 3 4
. 5 6 7 8 9 10
............................ .......................... )
l 0.1C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 2.08 0.00 1.89 1.61 1.46 1.35 1.25 1.20 1.18 1.14 1.14 1.12 4.40 15.50 12.58 8.62 7.06 6.00 5.26 4.66 4.1f 3.76 3.43 3.15 5.it 15.50 12.58 8.62 7.06 4.00 5.21 4.te 4.18 3.76 3.43 3.15 3 5.60 6.60 5.77 4.72 4.21 3.88 3.63 3.46 3.18 3.11 2.94 6.00 5.13 2.79 4.21 3.50 3.07 2. 75 2.53 2.38 2.25 2.15 2.08 2.04 6.90 7.80 5.53 4.27 a 3.60 3.13 2.81 2.55 2.34 2.19 2,08 t.10 7.80 2.00 5.53 4.27 3.60 3.13 2.81 2.55 2.34 2.19 2.06 1.95 8.60 2.49 2.51 2.31 2.41 2.30 2.19 2.10 2.02 1.95 2.02 17.50 1.91 1.72 1.72 1. 72 1.68 1.63 1.57 1. 5 *. 1,48 1.44 1.40 1.36 18.30 1.65 1.66 1.66 1,61 1.55 1.51 1.46 1.42 1.38 1.35 27.00 0.90 1.33 0.90 0.90 0.90 0.90 0.00 0.90 0.90 0.90 0.90 0.90 100.00 0. t.8 0.88 0.88 0.68 0.88 0.88 0.88 0.88 0.88 0.88 0.88 l mFORMATION Sheet D.12
, Ow t *".;'.:',~."' !
eg i l Specification lio. C-114-ER-0-E0 l APPENDIX E i
1 3,
MDMSILBUILDING HORIZONTAL SPECTRA I
) 1 1
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4 4
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Sheet E-1 INFORMAfiON ONLY bee me*4=s se rew eare \
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Spocification No. C 114 ER-0 EO 1
t/Jsp l (D6 1
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Radwaste Building Mathematical Model from Reference 3 Twronumow outy Sheet E 2
. . . i.
E PILGRIM AMP!SIED RESPONSE SPECTRA i
is o Radwaste Ekidding - Elev . 37. 0 - Mass Point 4 1I @E
- g 3 s 20 5 ?
~~ Dampings 1/2.1, 2. 5. 7%
t iO Horizontal OBE For SSE.multirgy by 1.875 0 90 .
0 00 '
O.70 ' + + 6 ' + ' -
g $ 0.60
~
u o O SO c 0.40 i I
OM * * ' ' '
I ~
0.20 ' -
C 10 '
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9 9
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Sp0CificatiOf1 No. C.M 4.ER.O.EO PIL0ilM ActlFIED til?Qh51 5FECTRA too.aste 6 wilding . tiev. 37.0 Mass PoiM 4 tritoMat CLE freq.
CAMPlh0 (%)
(MI) 0.5 1 2 3 4 5 6 7 8 9 10
..........................................~......'""...........".*""****
0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.60 0.43 0.32 0.28 0.26 0.25 0.24 0.23 0.22 0.21 0.20 0.19 1.80 0.70 0.57 0.47 0.40 0.35 0.31 0.28 0.26 0.24 0.22 0.20 2.90 0.70 0.57 0.47 0.40 0.36 0.32 0.29 0.27 0.25 0.23 0.21 8.30 C.62 0.52 0.46 0.42 0.39 0.36 c.34 0.32 0.29 0.28 0.26 9.00 1.18 0.96 0.73 0.57 0.49 0.44 0.*0 0.3A 0.33 0.31 0.29 14.rio 1.18 0.96 0.73 0.b7 0.49 0.44 0.40 0.36 0.33 0.31 0.29 20.70 0.32 0.25 0.20 0,18 0.17 0.17 0.16 0.16 0.16 0.15 0.15 61.00 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11
- 100.00 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 Nortaontal 55E freq.
CAMPlh0 (%)
- (* ) 0.5 1 2 3 4 5 6
. 7 8 9 to 0.10 0.00 0.00 0.00 0.C0 0.00 0.00 0,00 0.00 0.00 0.00 1.60 0.80 0.00 0.60 032 0.48 0.46 0.45 0.43 0.41 0.39 0.37 0.35 1.80 1.31 1.06 0.t3 0.75 0.65 0.58 0.52 0.48 0.45 0.41 2.90 1.31- 0.37 '
1.06 0.85 0.75 L.67 0.60 0.54 0.50 0.46 0.43 0.39 8.30 1.16 0.97 0.86 0.78 0.73 0.67 0.63 0.60 0.54 0.52 0.48 9.00 2.21 4.80 1.36 1.06 0.91 0.82 0.75 0, f,7 0.61 0.58 14.00 2.21 0.54 1.80 1.36 1.06 0.91 0.82 0.75 0.67 0.61 0.58- 0.54 20.70 0.60 0.46 0.37 0.33 0.31 0.31 0.30 0.30 0.30 0.20 0,28 _
61.00 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 100.00 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 IN F ORM AIlON C*
Sheet E.4
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Spocibcation No. C 114.ER.b Et -
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} '"' o*fy' " l Sheet tE 5 c..::= ~ :
Spoclh0 anon No. C.114.ER.O.EO FIGAlM AMFLifilD At$F0h5E $PEC1A4 Ra waste switcing Etev. 51.0 pass soint 5 heritental O&t freg. CAMPihG (%)
(na) 0.5 1 .2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.n0 0.00 0.00 0.00 0.00 1.60 0.43 0.33 0.29 0.27 0.25 0.24 ?.23 0.22 0.21 0.20 0.19 1.D 0.71 0.58 0.48 0.41 0.36 0.32 s.29 0.26 0.24 0.22 0.21 2.90 0.71 0.58 0.48 0.4' O.36 0.33 0.30 047 0.26 0.24 0.23 7.80 0.61 0.$2 0.42 0.39 0.37 0.36 0.36 0.34 0.33 0.32 0.31 9.00 1,66 1.35 1.03 0.80 0.68 0.60 0.54 0.4% 0.45 0.42 0.39 14.00 1.6 1.35 1.03 0.2n 0.65 0.60 e.54 0.49 0.45 0.42 0.39 20.70 0.7) 0.50 0.36 0.30 0.27 0.25 0.24 0.23 0.22 0.22 0.21 61.00 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 100.00 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 w itontal $st teto. CAMPih* (%)
(Mt) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.60 0.80 0.00 0.61 0.54 0.50 0.46 0.45 0.43 0.41 0.39 0.37 0.35 1.80 1.33 1.08 0.90 0,67 0.76 0.60 0.54 OAS 0.45 2.90 0.41 0.39 1.33 1.05 0.90 0.76 0.67 0.61 0.56 0.50 0.48 0.45 0.43 -
7.20 1.14 0.97 0.78 0.73 0.69 0.67 0.67 0.63 0.61 0.60 9.00 3.11 0.58 2.53 1.93 1.50 1.27 1.12 1.01 0.91 0.84 0.78 0.73 14.00 3.11 2.53 1.93 1.50 1.27 1.12 1.01 0.91 0.84 20.70 0.78 0.73 1.33 0.93 ~ 0.67 0.56 0.50 0.46 0.45 0.43 0.41 0.41 0.39 61.00 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 100.00 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 IN FORv ATION i ONo Sheet E.6 v"ylll" }
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SpocHication No. C.114.ER O.'E i
I i
l i FilofuM AMFilFl[D ALP 0h5E $FECIAA Raowaste Switcing . Elev. 64.0 . ' tass Point $ 5 i meritontat Ci!
i
- freq. 04MPihG (t.)
(wa) 0.5 1 2 3 4 5 6 7 8 9 10 t .... .........................................................
0.10 0.00 0.00 0.00 0.J0 0.00 0.00 0.00 0.00 0.00 l
0.0L 0.00 l i 1.60 0.44 0.33 0.29 0.27 0.25 v 24 0.23 0.22 0.21 0.20 0.20 ;
i 1.80 0.72 0.58 0.48 0.41 0.36 0.32 0.29 0.26 0.24 0.22 0.21 I 7.40 0.88 0.64 0.49 0.45 0.41 0.38 0.36 0.33 0.32 0.31 0.30
! 9.00 2.00 1.63 1.24 0.97 0.81 0.72 0.65 0.59 0.54 0.49 0.46
! 14.00 2.00 1.63 1.24 0.97 0.81 0.72 0.65 0.59 0.54 0.49 0.46 l 20.70 0.88 0.62 0.41 0.35 0.32 0.30 0.29 0.27 0.26 0.25 0.25 50.00 0.33 G.26 0.21 0.19 3.18 0.18 0.17 0.17 0.17 0.16 0.16
! 61.00 0.13 0.13 09 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 100.00 0.13 0.13 0.13 v 13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 l
{
i korizontal $$C
- Freq. 0mpig (*,)
{ , (kt) 0.5 1 2 3 4 5 6 7 8 9 10 i 0.10 0.00 0,00 0.00 0.00 0.C0 0.00 0.00 0.00 -0.00
! 0.00 0.00 1.60 0.82 0.61 0.54 0.50 0.46 0.45 0.43 0.41 0,39 0.37 0.37
! 1.80 1.35 1.08 0.90 0.76 0.o7 0.60 0.54 0.48 0.45- 0.41 0.39
- i. 7.40 1.65 1.10 0.91 0.84 0.76 0.71 0.67 0.61 0.60 0.58 0.56
! 9.00 3.75' 3.05 2.32 1.81 1.51- t.35 1.21 1.10
' 1.01 0.91 0.86 14.00 3.75 3.05 2.32 1.81 1.51 1.35 1.21 1.10 1.01 0.91 0.86 20 '/0 1.65 1.16 0.78 0.65 0.60 0.56 0.54 0.50 0.48 0.46 0.46
- . 50.00 0.61 0. 4 t
- 0.39 0.35 0.33 0.33 0.31 0.31 0.31 0.30 0.30 61.00 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 l 100.00 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 5 0.24 0.24
/-
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1 INromM & TION ONiY Sheet E 8 r
.-"". T/.*/ "
, y PILGRIM AMPLIFIED RESPONSE SPECTRA
!! ; Radwaste Buildng - Elev. 81.0 - Mass Point 6
!! 3o e
2 40 Dampngs: 1/2.1. 2. 5. 7%
2 20 Horizontal CBE 2 00 For SSE nx3:iply by 1.875 t 80 t . f;0 ' '
~
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0 40 i E
fV O 20 !
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j- j g } l l l g- l t [ ; j 3 [ g r zy 0 4 8 t? 16 20 24 28 32 k 5,
Frequency (Hz) &'
a 2
9 9
6e; e m4
- k. , .
Sp0Cthcation No. C.114 ER.0 EO PJLetin W LifttD tif#045E SPIC 1R8 tedweste 8vilding . tiev. 81.0 Pass *oint 6 korttontal CBI frec. DAMP 1h; (%)
(ht) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.0J 0.00 0.00 0.00 0.00 0.00 5
0.00 0.00 0.00 1.60 0.44 0.33 0.29 0.27 0.25 0.24 0.23 0.22 0.21 '
0.21 0.20 1.80 0.72 0.59 0.48 0.41 0.36 0.32 0.29 0.27 0.24 0.23 0.t1 7.00 0.90 0.69 0.50 0.41 0.36 0.32 0.30 0.29 0.29 0.18 0.27 9.00 2.40 1.95 1.4P 1.15 0.97 0.86 DJT 0.69 0.4 0.59 0.54 14.00 2.40 1.95 1.48 1.15 0.97 0.86 0.77 0.69 0.64 0.59 0.54 20.70 0.97 0.69 0.46 0.40 0.37 0.35 0.33 g 0.31 0.30 0.29 0.28 61.00 0.15 C.15 0.15 0.15 0.15 0.15 0.15 0.15 n.'5 0.15 0.15 100.00 0.15 0.15 0.15 0.15 0.1$ 0.15 0.15 0.15 i 15 0.15 0.15 Nortrontal SSI freq.
Camp!h; C.)
(han 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 J.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.60 0.82 0.61 0.54 0.50 0.46 0.45 0. 3 0.41 0.39 0.39 0.37 1.80 1.35 1.10 0.90 0.76 0.67 0.60 0.54 0.50 0.45 0.43 0,39 7.00 1,68 1.29 0.93 0.76 0.67 0.61 0.56 0.54 0. 5 f. 0.52 0.50 9.00 4.50 3.65 2.77 2.15 9.81 1,61 1.44 1.29 1.20 1.10 1.01 14.00 4.50 3.65 2.77 2.15 1,61 1.81 1.44 1.29 1.2d 1.10 20.70 1.01 ,
1.81 1.29 0.86 0. 75 0.69 _
0.65 0.61 0.58 'J.56 0.54 0.52 61.00 0.28 0.28 0.28 0.28 0,28 0.28 0.28 0.28 0.28 0.28 0.28 100.00 0.28 0.28 0.?8 0.28 0.28 0.28 0.2d 0.28- 0.28 0.28 0.28 Y m romwATioN
- "J.l;"."'
Sheet E.10
i i
Specification No. C-114-ER-Q-E0 1
e 8PPENDIX f a
j LNTAKE STR]CIVRE_110RIIDHTAL SPECTRA 4
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1 Sheet F-1 l mro m nowj SNLY l l
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PILCRIM AMPLIFIED RESPONSE SPECTRA j'!l iG 2 eo Intake Structure - Elev . 21. 5 - Mass Point 1
, o I campngs: 1/2.1. 2. 5. 7%
Horizontal CEE 24o ; - - 4 For SSE.naiftiply by 1.875 22o 2 00 i ' i fM ,
3
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S Frecxncy (Hz) g z
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- Sp2citication No. C.114 ER 0.EO l
1 i
a i FILGRIM AwPLlfl!D El&P0h!! LFEC1RA Intake structure ! lev. 21.5
- Pass Point 1 kotitontet 06E l
treq. CAMPlha (M j (NO 0.5 1 .2 3 4 5 6 7 8 9 10 l i
0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
$ 0.50 0.14 0.13 0.11 0.09 0.08 0.07 0.07 0.06 0.05 0.05 0.05 l 1.10 0.26 0.23 0.20 0.18 0.16 0.15 0.14 0.13 0.12 0.11 0.11 j 1.70 0.28 0.26 0.22 0.20 0.18 0.16 0.15 0.14 0.14 0.13 0.13 2.10 0.66 0.58 0.47 0.39 0.33 0.29 0.25 0.23 0.21 0.11 0.18 l{
v 4.10 0.93 0.70 0.57 0.47 0.40 0.36 0.32 0.30 0.28 0.26 0.24 q
6.40 2.63 1.94 1.37 1.07' O.89 0.78 0.69 0.63 0.59 0.55 0.52 i 7.80 i
2.63 1.94 1.37 1.07 0.91 0.80 0.72 0.66 0.60 0.56 0.52 l
- 8.20 1.54 1.64 1.28 1.05 0.91 0.80 0.72 0.66 0.60 0.56 0.52 *
) 11.00 0.40 0.37 0.34 0.31 0.29 0.28 0.27 0.'47 0.27 0.77 0.27 j 22.00 0.18 0. '8 0.17 0.16 0.16 0.16 0.16 0.16 0.ib 0.16 0.16 33,00 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 100.00 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 1
l' 1
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1 norizontat $$t
{ Frea. 04moghc g.;)
- ot) 0.5 1 2 3 4 5 6 7 8 9 10 3 ... ......
l 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
} 0.50 0.26 0.24 0.20 0.16 0.15
! 0.13 0.13 0.11 0.09 v.09 0.09 1.10 0.48 0.43 0.37 0,30 11 . 3 3 0.28 0.26 0.24 0.22 0.20 0.20 l 1.70 0.52 0.48 0.41 0.37 0.33 0.D 0.28 0.26 0.26 0.24 0.24 2.10 1.23 1.08 0.33 0.73 0.61 0.54 i 0.46 0.43 0.39 0.35 0.T. -
4.10 1 74 1.31 1.06 0.88 0.73 0.67 0.60 0.56 0.52 0.48 0.45 l 6.40 4.b 3.63 ,
2.56 2.00 1.66 1.46 1.29 1.18 1.10 1.03 0.97 l 7.80 4.93- 3.63 2.56 2.00 1.70 1.50 1.35 1.23 1.12 1.05 0.97 8.20 3.63 3.07 2.40 1.96 1.70 1.50 1.35 1.23 1.12 1.05 0.97 11.00 0.75 0.69 0.63 0.58 0.56 -0.52 0.50 0.50 0.50 0.50 0.50 22.00 0.33 0.33 0.M 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
--33.00 -0.28- C.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28. 0.28
! 100.00 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.26 a
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- onts Sheet F.3 v.. n < <e w
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.._ _ _ . . - . . . . . _ . . . _ . . __~_ . _ . _ , - , _ . - , . _ . . _ . a..u_.._....... _.
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PILGRIM AMPLIFIED RESPONSE SPECTRA 1.:
E Intake Structure - Elev. 38.0 - Mass Point 2 ;
- j dm
] .n Dampngs. 1/2.1. 2. 5. 7%
i i
- l'~izontal OBE 3 50 1
For SSE.rntitivy by 1.875 ;
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2 50 +
3 i e, .6 1
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$ 3 i I A 8
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, 1 A i i , sn 0 00- i j 3 j 1- 3 g- i g ; i ; j i
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j 0 4 8 12 16 20 24 28 32 ES: ,
Qi
- Frequency (Hz) s'
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- 9 4 t 9
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Specification No. C.114.ER.0)EO t!L0t!M AWit!!D EttPoht! $8101RA Intste structure . tiev. 35.0 Mass Point 2 Nortsental Ott freq. CAMPihG (tr.)
(un) 0.5 1 .2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.14 0.13 0.11 0.09 0.08 0.07 0.07 0.06 0.05 0.05 0.05 1.10 0.26 0.23 0.20 0.18 0.16 0.15 0.14 0.13 0.12 0.11 0.11 1.70 0.29 0.27 0.23 0.20 0.18 0.17 0.16 0.15 0.14 0.14 0.13 2.10 0.68 0.60 0.48 0.40 0.34 0.29 0.26 0.23 0.21 0.20 0.19 4.20 1.05 0.82 0.66 0.55 0.47 0.41 0.38 0.35 0.32 0.30 0.28 6.40 3.79 2.81 1.95 1.59 1.35 1.18 1.06 0.97 0.89 0.82 0.77 7.80 3.79 2.81 1.95 1.59 1.35 1.18 1.06 0.97 0.89 0.82 0.77 8.30 2.93 2.49 1.94 1.59 1.35 1.18 1.06 0.97 0.89 0.82 0.77 11.00 0.50 0.46 0.41 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.39 22.00 0.42 0.37 0.32 0.30 0.28 0.27 C.26 0.25 0.24 0.24 .0.24 33.00 0.20 0.20 0.20 0.70 0.20 0.20 0.20 0.20 0.20 0.20 0.20 100.00 0.19 0.19 0.19 0.1v 0.19 0.19 0.19 i
0.19 0.19 0.19 0.19 d
, >critontet $$t
. freq.
' CAMPlhG (1)
(MI) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0-26 0.24 0.21 0.17 D.15 0.13 0.13 0.11 0.09 0.09 0.09 1.10 0.49 0.43 0.35 0.34 0.30 0.28 0.26 0.24 0.23 0.21 0.21 1.70 0.54 0.51 0.43 0.38 0.34 0.32 0.30 0.28 0.26 0.26 0.24 2.10 1.23 1.13 0.90 0.75 0.64 0.54 0.49 -0.43 0.39 0.38 0.36 4.20 2.03 1.54 1.24 1.03 0.88 0.77 0.71 0.66 0.60 0.56 0.53 6.40 7.11 5.27 3.66 2.95 2.53 2.21 - 1.99 1.82 1,67 1.54 1.44 7.80 7.11 5.27- 3.66 2.95 2.53 2.21 1.99 1.c2 1.67 1.54 1.44 8.30 5.49 4.67 3.64 2.98 2.53 - 2.21 1.99 1.82 1.67 1.54 1.44 11.00 0.94 0.84 0.77 0.75 0.75 0.75. 0.75 0.75 0.75 0.73 0. 73 22.00 0.79 0.69 -0.60 0.56 0.53 0.51 0.49 0.47 0.45 0.45 0.45 33.00 0.38_-0.38 0.38 0.38 0.35 0.38 0.38 0.38 0.38 0.38 0.38 100.00 - 0.36 - 0.4 0.36 0.36 0.36 0.36 0.M 0.36 0.36 0.36 0.36
" [,7t,"
Sheet F.S
[ ""Z1'*."* !
Specification No. C-114-ER-0-E0 APfENDILG DRSELGENERATOR BUILQlRG HORIZONTAL SEECIPA b
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Sheet G-1 INFORMAfl0N ONLY a '",,*r;;;"" l
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e E PILGRIM AMPLIFIED RESPONSE SPECTRA d og Diesel Generator Building - Elev. 23.0 - Mass Point 1 55
{ !
i Dampings 1/2.1. 2. 5. 7%
Horizontal CBE ,
For SSE. multiply by 1.875 r 0 50 * '
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. . : . i i : .. &2 i O 00 3-O 4 6 g --- - t 12 7 -- t i 18 T - ~I 20
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24 28 32 Si
) kh Frequency (Hz) &i a,
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2 4 2~
- bi i ki t .Ol '
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Speedication h.: C.1144R.O.EO PlL0tlM A@ttrito RESPON$t 5Ft01tA Oletel Cenerator $sitairg Elev. 23.0 . Mass Point i Horleontal 081 Freq.
DA@lW'. (%)
(Hz) 0.5 1 .2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L" O.14 0.12 0.11 0.C9 0.08 0.07 0.06 0.06 0.05 0.05 0.05 1.10 0.25 0.22 0.19 0.17 0.15 0.14 0.13 0.12 0.11 0.11 0.10 1.70 0.26 0.24 0.20 0.18 0.16 0.15 0.14 0.13 0.13 0.12 0.12 2.10 0.57 0.51 0.42 0.35 0.30 0.26 0.23 0.21 0.19 0.17 0.17 =
2.50 0.60 0.51 0.42 0.35 0.30 0.26 0.23 0.19 0.01 0.17 0.17 3.30 0.60 0.51 0.39 0.32 0. 2 /. 0.23 0.20 0.18 0.17 0.15 0.14 5.10 0.53 0.41 0.32 0.26 0.22 0.20 0.19 0.17 0.16 0.15 0.14 6.60 0.47 0.38 0.27 0.22 0.20 0.18 0.17 0.16 0.15 0.14 0.13 12.70 0.17 0.15 0.14 0.12 0.11 0.10 0.00 0.00 0.09 0.09 0.09 24.20- 0.13 0.11 0.09 0.09 0,09 0.09 0.09 0.09- 0.09 0.09 0.09 13.00 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 100.00 0.08 0.08 0.08 0.08 0.03 0.08 0.08 .0.08 0.08 0.08 0.08 Horizontal $$t frec. DAW lhe (%)
, (Hz) 0.5 1 2 3 4 a 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.06 ,% 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.26 0.22 0.20 0.16 .15 0.13 0.11 0.11 0.09 0.09 0.09 1.10 0.46 0.41 0.35 0.31 0.28 0.26 0.24 0.22 0.2a 0.20 0.18 1.70 0.48 0.45 0.37 0.33 0.30 0.28 0.26 0.24 0.24 0.22 0.22 2.10 1.06 0.95 0.78 0.65 0.56 0.48 0.43 0.39 0.35 0.31 0.31 2.50 1.12 0.95 0.78 0.65 0.56 0.48 0.43 0.39 0.35 0.31 0.31 3.30 1.12 0.95 0,73 0,60 0,50 0,43 0.37 0.33 0.31 0.28 0.26 5.10 0.99 0.76 0.60 0.48 0.41 0.37 0.35 0.31 0.30 0.28 0.26 6.60 0.88 0.71 0.50 0.41 0.37 0.33 0.31 0.30 0.28 0.26 0.24 12.70 0.31 0.28 0.26 0.22 0.20 0.18 0.16 0.16 0.16 0.16 24.20 0.16 0.24 0.20 0.16 0.16 0.16 0,16 0.16 0.16 0.16 0.16 0.16 33.00 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 100.00 0.15 0.15 0.15 0.15 0.15 'O.15 0.15 0.15 0.15 0. J 0.15 IN FORW Af t0N Sheet G-3
- ".*0.t"."* )
, , PILGRIM AMPLIFIED RESPONSE SPECTRA ij of Diesel Generator BuMng - Elev . 34. 5 - Mass Poht 2 0 70 ij $$
2
~"~
,I Dampings: 1/2.1. 2. 5. 7%
Horizontal CBE o co For SSE. meAiply by 1.875 r
O So '
3
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2 e O E l- g o ao i . . * .
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J 0 10 < * * * -
0 00 -- j - --j g y l y- -y - y -- y- j ;- ~ ~T-~- I- 1 i t- ~i V o 4 8 32 ,e m 24 a 22 i
a Fregrney (Hz) &
a Z
9 9
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Specthcation No. C.114 ER.0 EO no .
P1L0tlu #wFL1 Fit 0 f t$FOA$t $tt018.A Clesel Generator Bwilding tiev. 34.5
- Mass Point 2 m irental 0$f freq. DAMP!G ('4)
- 93) 0.5 1 .2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.14 0.12 0.11 0.09 0.08 0.07 0.07 0.06 0.05 0.05 0.05 1.10 0.25 0.22 0.19 0.17 0.16 0.14 0.13 0.12 0.12 0.11 0.10 1.70 0.27 0.24 0.21 0.18 0.17 0.15 0.14 0.14 0.13 0.12 0.12 2.10 0.59 0.52 0.43 0.36 0.31 0.27 0.24 0.22 0.20 0.18 0.17 2.50 0.63 0.53 0.43 0.36 0.31 0.27 0.24 0.22 0.20 0.18 0.17 3.30 0.63 0.53 C.41 0.33 0.28 0.24 0.21 0.19 0.18 0.17 0.16 5.10 0.59 0.46 0.36 0.29 0.25 0.23 0.21 0.19 0.18 0.17 0.16 6.60 0.58 0.46 0.33 0.28 0.25 0.22 0.20 0.19 0.18 0.16 0.16 12.10 0.44 0 38 0.33 0.28 0.24 0.22 0. 2l 0.18 0.17 0.16 0.15 24.20 0.23 0.19 0.15 0.12 0.11 0.10 0.09
-^
0.09 0.09 0.09 0.09 33.00 s 0.09 0.09 0.09 0.09 0.09 0.00 0.09 0.0V 0.09 0.09 100.00 c.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09-(
horizontat st!
, IH. DAMkid (* )
- 03) 0.5 1 2 3 4 5 6 7 8 9 10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ( 'O 0.00 0.00 0.50 0.26 0.22 0.20 0.16 0.15 0.13 0.13 0.11 0.09 0.09 .09 1.10 0.46 0.41 0.35 0.31 0.30 0.26 0.24 0.22 0.22 0.20 1.70 0.18 0.50 0.45 0.39 0.33 0.31 0.28 0.26 0.26 0.24 0.22 0.22 2.10 1.10 0.97 0.80 0.67 0.58 0.50 0.45 0.41 0.37 0.33 0.31 2.50 1.18 0.99 0.80 0.67 0.58 0.50 0.45 0.41 0.37 0.33 0.31 -
3.30 1.18 0.99 0.76 0.61 0.52 0.45 0.39 0.35 0.33 0.31 0.30 5.10 1.10 0.86 0.67 0.54 0.46 0.43 0.39 0.35 0.33 0.31 0.30 6.60 1.tB 0.86 0.61 0.52 0.46 0.41 0.37 0.35 0.33 0.30 0.30 12.10 0.82 0.71 0.61 0.52 0.45 0.41 0.37 0.33 0.3. 0.30 0.28 24.20 0.43 0.35 0.28 0.22 0.20 0.18 0.16 0.16 0.16 0.16 0.16 33.00 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 100.00 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 i m onuAnou Sheet G-5
! owLv j ...,.g.,. .. p
PILGRIM AMPLIFIED RESPONSE SPECTRA
- 1 Diesel Generator Buildng - Elev. 49. 75 - Mass Point 3 j! ;) o no -
If
~
j Dampogs: 1/2.1. 2. 5, 7%
Horizontal OBE For SSE muriply by 1.875 o co -
e 0 50 -
[
5 y
e o o 40 -- - 1 O o o
0.30 0.20 -
. O . to -
t m 5
0 00 , y r r ; t t~ r T-~ 1- T T ~ - - 'T - - i - T- T , ; k 0 4 8 12 16 20 24 28 32 h O
Frequency (Hz) p
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8 l
~~
~ ~ ~ ~ ~
~~
SpecWcation No. C-114.ER-O-EC P!LCtlM AMP' 1FIE0
. RESPONSE $PECTR A Otetti Generator Building . Elev. 49.75 . Mass Point 3 i Morito*tal OBE Freq. CAMP!NG (%)
(ha) 0.* 1 2 3 4 5 6 7 8 9 to 0.10 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.50 0.14 0.12 0.11 0.09 0.08 .ct 0.07 0.06 e.c5 0.05
' 0.05
'. 10 0.25 0.22 P. h 0.i? 0.16 A4 0.13 0.12 0.12 0.11 0.10 1 O.27 0.25 0.71 0.18 0.17 ) i' O.14 0.14 0.13 0.13 0.12 2.9 0.60 0.53 0.44 0.37 0.32 0.48 0.24 0.22 0.20 0.i3 ,
' 0.17 2.70 0.65 0.55 0.44 a.37 J.32 0.28 0.24 0.22 0.20 0.18 0.17 3.30 0.65 0.55 0.42 0.34 0.29 0.25 0.22 0.20 0.18 0,17 0.15 4.vu 0.63 0.50 0. 58 0.31 0.27 0.24 0.23 0.21 0.19 i
0.18 0.16 5.40 0.f5 0.52 0.38 0.31 0.28 0.25 0.23 0.21 0.19 0.18 0.17 9.00 0.71 0.62 C.52 0.44 n.38 0.34 0.30 0.28 0.26 0.24 C 22 10.10 0.71 0.61 0.52 0.44 0.38 0.34 0.30 0.28 . 26 0.24 0.22 24.20 0.?7 0.31 0.23 0.18 0.15 0.13 0.12 0.11 0.10 0.10 0.10 33.00 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 100.00 0.09 0 , ' '. 0.09 0.09 0.09 0.09 0.09 U 09 0.09 0.09 0.09 y
Horti mtal SU e F r *' .
DAMP!NO (%)
0.5 1 2 3 4 5 6 7 0 9 10 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.26 " 22 0.20 0.16 0.15 1
0.13 0.'3 0.11 0.09 0.09 0.09
) .10 0.46 0.41 0.35 0.31 0.30 0.26 0.24 0.21 0.22 0.20 0.18 1.70 0 Su 0.46 0.39 0.33 0.31 0.28 0.26 0.26 0.24 0.24 0.22 2 10 1.12 0.99 0.82 0.69 0.60 0.52 0.45 0.41 0.37 0.33 0.31
( 2.70 1.21 1.03 0.82 0.6v c 60 0.52 0.45 0.41 0.37 0.33 0.31 3.30 1.21 1.03 0.78 0.63 0.54 0.46 0.41 0.37 0 !'. 0.31 0.28
. 70 1.18 0.93 0.71 0.58 0.50 0.45 0.43 0.39 0.35 0.33
%.40 0.30 ~
1.21 0.97 0.71 0.58 0.52 0.46 0.43 0.39 0.35 0.33 0.31 9.90 1.33 1.14 0.97 0.82 0.71 0.63 0.56 0.52 0.48 0.45 0.41 12.10 1.33 1.14 0.97 0.82 0.71 0.63 0.56 0.52 0.48 0.45 0.41 24.20 0.69 0.58 0.43 0.33 0.28 0.24 D.22 0.20 0.18 0.18 0.18 33.00 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 100.00 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 c.16 922/cyelept. pen /1 15 88 Sheet G-7
{ INFORHATION OMY t '***8 Wuy 1 i
- s .
Specification No. C-114-ER-y-E0 APPENDIX H HORIZONTAL GROUND SPECIPd 't 1 ,
T Yo t
Sheet H-1 1
! '"' E57' *]
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o . m_ -
PILGRIM AMPLIFIED RESPONSE SPECTRA i i Ground Response Spectra
!! 08ZE O6 j=
.: d4 s 2 Dampings: O.1/2. 2. 5%
~
o
Horizontal CEE For SSE. multiply by 1 875 o,4 . . , .
l 0.35 O.3
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i o 8 i e i k 02 Ai '
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Frequency (Hz) {z P
9-2 m
O t
_ _ _ . _ _ _ _ . _ _ _ _ _ _ m. 3 w -
Specmcation No. C.114-ER-O-EC PitotlN AMPLIFlfD RESPON5L $PECTkA Growd Rispons Spectre korizonal DBE FRIC. Demping (%)
(Nz) 0 0.5 2 5 0.10 0.007 0.007 0.005 0.004
, 0.30 0.040 0.036 0.029 0.025 0.60 0.082 0.076 0.060 0.044 1.00 0.140 0.130 0.092 0.D67 4 1.40 0.220 0.180 0.120 0.035 2.00 0.340 0.270 0.160 0.110 2.50 0.400 0.320 0.1 75 0.120 3.00 0.425 0.340 0.183 0.127 3.50 0.445 0.355 0.187 0.130 4 4.00 0.460 0.365 0.190 0.130 4.50 0.470 0.370 0.190 0.12v 5.0 0.470 0.3 70 0.190 0.127 5.50 0.465 0.365 0.185 0.124 6.00 0.455 0.360 0.180 0.120 7.00 0.430 0.340 0.168 0.114 i 8.00 0.400 0.310 0.155 0.108 10.00 0.3 O.250 0.130 0.098
, 12.00 0.280 0.210 0.110 0.090 l 14.00 0.230 0.180 0.098 0.082 18.00 0.180 0.140 0.082 0.080 24.00 0.110 0.095 0.080 0.080 33.00 0.090 0 080 0.080 0.080 I
4 Horizontal SSE l TREO. Damping (%)
(Hz) 0 0,5 2 5
, 0.10 0.014 0.012 0.009 0.008 0.30 0.0 75 0.063 0.054 0.047 0.60 0.154 0.143 0.113 0.083 1.00 0.243 0.244 0.173 0.126 1.40 0.413 0.338 0.225 0.159 2.00 0.635 0.506 0.300 0.206 2.50 0. 75 0 0.600 0.328 0.225 3.00 0. 79 7 0.638 0.343 0.238 3.50 0.834 0.666 0.351 0.244 ~
4.00 0.863 0.684 0.356 0.244 4.50 0.861 0.694 0.356 0.242 5.00 0.831 0.694 0.356 0.238 5.50 0 .8 72 0.684 0.347 0.233 6.00 0.853 0.675 0.338 0.225 7.00 0.806 0.638 0.315 0.214 8.00 0. 750 0.581 0.291 0.203 10.00 0.638 0.469 0.244 0.184 12.00 0.525 0.394 0.206 0.169 14.00 0.431 0.338 0.184 0.154 18.00 0.338 0.263 0.154 0.150
- 24.00 0.2 06 0.178 0.150 0.150 33.00 0.169 0.150 0.150 0.150 i
, 953/obe sse.prn/1-10 89 INF ORM ATioN Sheet H-3 ONLY
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Specification No. C-114-ER-0-EO.
k APPENDIX I YERTICAL GROUND SEECTRA i
4 4
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PILGRIM AMPLIFIED RESPONSE SPECTRA
, 3 Vertical Response Spectra a
o3' la;t gnE o 32 Dampings:' O.' 1/2. 2. 5%
j E "'
Vertical OBE o.2s ; For SSE multiply by 1.875 -
0.26 -i O.24 j * *
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Frequency (Hz) {
z O
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., . _ . . . _ . . , . . .-i - - . .-
PILGRIM AMPLIFIED RtsPONSE SPECTRA SpecKication No. C.114-ER.0-El Vertic0! Responso spee?re Vortical CSE FREQ. Doppirig (%)
(Hz) 0 0.5 2 5 0.10 0.005 0.004 0.003 0.003 0.30 0.027 0.023 0.019 0.017 0.60 0.055 0.051 0.039 0.029 1.00 0.003 0.081 0.061 0.045 1.40 0.147 0.120 0.080 0.057 2.U 0.227 0.180 0.107 0.0 73
- 2. ! J 0.267 0.213 0.117 0.080 9
- 3. JO 0.283 0.227 0.122 0.085 3 50 0.297 0.237 0.125 0.087
{ 4.00 0.307 0.243 0.127 0.087 4.50 0.313 0.247 0.127 0.086 5.00 0.313 0.247 0.127 0.085 j 5.50 0.310 0.243 0.123 0.083 6.00 0.303 0.240 0.120 0.080 7.00 0.287 0.227 .,112 0.076 8.00 0.267 0.207 0.103 0.072 l 10.00 0.227 0.167 0.087 0.065 12.00 0.187 0.140 0 .1173 0.060 14.00 0.153 0.120 0.065 0.055 18.00 0.120 0.093 0.055 0.053 24.00 0. 0 73 0.063 0.053 0.053 33.00 0.060 0.053 0.053 0.053 2
verticat SSE i
FREO. Daming (%)
(N ) 0 0.5 2 5
, 0.10 0.009 0.008 0.006 0.005 0.30 0.050 0.044 0.036 0.031 0.60 0.102 0.095 0.074 0.054 1.00 0.175 0.162 0.115 0.084 i
1.40 0.275 0.225 0.150 0.106 2.00 0.425 0.337 0.200 0.137 I
2.50 0.500 0.400 0.219 0.150 3.00 0.531 0.425 0.229 .0.159 3.50 0.556 0.444 0.234 0.162 4.00 0.575 0.456 0.237 0.162 -
i 4.50 0.587 0.462 0.237 0.161 5.00 0.587 0.462 0.237 0.159 5.50 0.581 0.456 0.231 0.155 6.00 0.569 0.450 0.225 0.150 7.00 0.537 0.425 0.210 0.142 8.00 0.500 0.387 0.194 0.135 10.00 0.425 0.312 0.162 0.122 12.00 0.350 0.262 0.137 0.112 14.00 0.287 0.225 0.122 0.102 18.00 0.225 0.175 0.102 0.100 24.00 0.137 0.119 0.100 0.100 33.00 0.112 0.100 0.100 0.100 953/ote sac. pen /1 10 89 IN FORM ATION 6h(Oll.3 oNLv
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Specification No C-114-ER-Q-E0 AP_PENDIX J BLilLDlE MODEL BOUNDARLES 4
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