ML20062J361
| ML20062J361 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 03/19/1982 |
| From: | BECHTEL GROUP, INC. |
| To: | |
| Shared Package | |
| ML20062J239 | List: |
| References | |
| 7220-G-6(Q), NUDOCS 8208160342 | |
| Download: ML20062J361 (92) | |
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31 SPECIFICATICN "
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I. 5 o...hkhh~$hhi Specification 7220-G-006(Q), Rev 6 APPENDIXES 1
A Generic Spectra (For Equipment Qualification)
B Response Spectra for Elevations 786'-0", 764'-6", 736'-8",
I and 707'-0" North-South, East-West, and Vertical i
C Response Spectra for Elevations 664'-0", 646'-0", and
. 622'-0" North-South, East-West, and Vertical D Response Spectra for Elevations 685'-0" and 659'-0" E Response Spectra for Elevations 640'-0" and 626'-0" North-South, East-West, and Vertical F Response Spectra for Elevations 603'-0" and 591'-6" 1
North-South, East-West, and Vertical
- G Generic Spectra (for Conponents Other than Equipment)
H Response Spectra for Elevations 786'-0", 764'-6",
736-8", and 707'-0" North-South, East-West,.and vertical J
Response Spectra Elevations 664'-0", 646'-0" and I
}
- .t 622'-0" North-South, East-West, and Vertical a '
J Response Spectra for Elevations 685'-0" and 659'-0" North-South, East-West, and Vertical
.; K Response Spectra for Elevations 640'-0" and 626'-0" North-South, East-West, and Vertical o
i L Response Spectra for Elevations 603 '-0" and 591'-6" l North-South, East-West, and Vertical t
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Specification 7220-G-006(Q), Rev 6 SPECIFICATION 3
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EARTHQUAKE RESISTANCE DESIGN OF .
EQUIPMENT LOCATED IN THE REACTOR BUILDING l, 1.0 GENERAL
{
1.1 This section covers the seismic qualification
- by analysis and/or testing of Category I
- equipment and equipment supports. Testing methods shall be in accordance with NRC Regulatory Guide 1.100, " Seismic Qualification of Electrical Equipment for Nuclear Power
, Plants."
- 1.2 Seismic Category I structures, systems, and E
components are those that are important to
[; safety and necessary to ensure: 1) the integrity of the reactor coolant pressure e
boundary; 2) the capacility to shut down the i reactor and maintain it in a safe shutdown condition; or 3) the capability to prevent or mitigate the consequences of accidents which could result in potential offsite exposure in I excess of the guideline exposures provided in s
1.3 Structures, systems, and components or j i portions thereof, whose failure could reduce
(
the ability of any seismic Category I element to perform its intended function, shall be i
1 designed to ensure that such failure will not occur under seismic loading associated with f Seismic Category I elements.
I 1.4 When a system as a whole is referred to as
(
Seismic Category I, portions not associated with loss of function of the system may be l designated as non-Seismic Category I.
l 1.5 Structures, systems, and components that are
', not classified as Seismic Category I shall be non-Seismic Category I. The failure of non-Seismic Category I structures, systems, and components may interrupt power generation.
i 1.6 Whenever the word " equipment" occurs, it shall include the entire systems, equipment, t
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, Specification 7220-G-.006(Q), Rev 6 g Y
equipment supports, equipment anchorages and
, appurtenances furnished by Seller.
1.7 Responso Spectra l'.7.1 Floor acceleration response spectra at the locations of the equipment under consideration can be determined from those shown'in Sections 14.0 and 15.0 of this specification.
1.7.2. The response spectra curves of Sections 14.0 and 15.0 shall be used by the' Seller to determine the seismic loads. . -
2.0 WORK INCLUDED 2.1 Seller shall submit concurrently with t;he hid '
proposal an outline of all methods and *
- procedures to be employed to ensure. compliance with the seismic qualification requirements as defined herein. ,
r 2.2 Seller shall furnish all labor, material, equipment, supervision, and shall perform all' operations and incidentals necessary for qualification as required herein. The Seller '
shall furnish the reactions at the support points due to all required load combinations and documentation for the qualification of the equipment, as required in Section 11.8, prior to shipment of the equipment.
3.0 ABBREVIATIONS IEEE 'Engineers Institute of Electrical and. Electronic i
OBE Operating Basis Earthquake SRSS Square Root of the Sum of the Squares SSE Safe Shutdown Earthquake RRS Required Response Spectra 2
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.; 4.0 CCDES AND STANDARDS V
Sponsor Number Subject !
IEEE Std 344-1975 Reccamended Practice for Seismic Qualification of Class lE Equipment for Nuclear Power Generating Stations NRC Regulatory Guide 1.100 Seismic Qualification of Electrical Equipment for
. (Rev 1) Nuclear Power Plants
. 5.0 GENERAL DESIGN CRITERIA 5.1~
All equipment under this Specification shall
- withstand the postulated seismic occurrence as
, specified herein. Seller shall be responsible for ensuring that the equip =ent is designed for the following conditions:
- a. Category I (safety-related) Items-
- 1. To remain operational and to perform its functions as <
required for the continued operation of the plant during and after experiencing an operating basis earthquake (OBE)
- 2. To retain its structural integrity and functional requirements during and after experiencing a safe shutdown earthquake (SSE), which has l been preceded by five OBEs j
- b. Non-Category I (nonsafety-related)
Items
- 1. To retain its structural ,
integrity during and after an l SSE, which has been preceded -
by five OBEs.
5.2 The functional requirements and seismic category classification of the equipment are stated in the equipment specification or the i material requisition.
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..,,f Specification 7220-G-006(Q), Rev 6 g 5.3 Qualification (testing and/or analysis) shall 1
, be done for required load combinations considering both CBS and SSE. ,i 6.0 I4 ADS AND LOAD COMBINATIONS I
All Category I equipment shall be designed to resist ,
the loads and load combinations given in the equipment specifications or material requisition.
For all load combinations involving seismic loads, '.
the effect of both horizontal and vertical seismic loads shall be considered as arising from simultaneous excitation in all three principal directions and combined as specified for the '
~ particular method of qualification. General ,
acceptance criteria are listed below. Specific criteria are listed in the equipment specifications or material requisitions. ,
6.1 OPERATING BASIS EARTEQUAKE CONDITIONS -
The load combinations shall include gravity loads, operating loads, applicable operating ,
temperatures, and pressures combined with the
!- simultaneous hori=ontal and vertical operating p earthquake effect. Colinear responses, 9,
internal forces, stresses, and deformation from three principal orthogonal directions T
shall be combined by the square-root-of-the- [
sum-of-the-squares (SRSS) method in accordance ,
with Section 6.3.
Stresses in the structural portions shall not exceed the allowable working stress limits set forth in the specified design code. The resulting deflections shall not prevent ;
required safety operation of the equipment nor i exceed 0.8 times the deflections which would
, cause loss of function of the equipment.
i
, 6.2 SAFE SHUTDOWN EARTHQUAKE CONDITIONS !
The load combinations shall include gravity i
loads, operating loads, applicable :
temperatures, and pressures combined with the !
simultaneous hori=ontal and vertical safe ;
shutdown earthquake effect. Colinear i
responses, internal forces, stresses, and
! deformation from three principal orthogonal directions shall be combined by the SRSS i method in accordance with Section 6.3.
Stresses in the structural portions may be f increased to 150% of code allowables
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.I Specification 7220-G-006(Q), Rev 6 k-established in Section 6.1, but not more than .U 0.9Fy for tension and bending and 0.5Fy for' '
shear. .The resulting deflections shall not
' prevent required safety operation of the equipment nor exceed 0.8 times the deflections which equipment.
would cause loss of function of the 6.3 CCMBINING RESPONSES
- Colinear responses, ihiternalforces, stresses, and deformations from three principal -
orthogonal directions, two horizontal and one vertical, chall be combined by the SRSS method ,
so that. excitation in all three directions is I considered as follows:
f Rg = Rist + (Rh + R gy, +R,g )V2 I
where *
. Rt = colinear responses, internal forces, stresses, or defor-mations.
R ist = response! caused by loads i other than seismic Rh = response caused by seismic
' accelerations in the X direc-tion R gy = response caused by seismic
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accelerations in the Y direc- q tion R,g
= response caused by seismic accelerations in the Z direc-1 tion i '
7.0 QUALIFICATION METHODS
{ I 7.1 , Seller shall prove the adequacy of the design of the equipment by one of the following methods:
1 I t 1
- a. Dynamic analysis (Section 8.0)
I i
- b. Testing under simulated seismic j
..s conditions (Section 9.0) 3 Combination of testing and analysis l
- c. i j
(Section 10.0) j i
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i 7.2 The choice shall be based on the practicality i i
of the method for the function, type, size, l 1
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- Seller to Buyer and the procedure for the I analysis shall be submitted to Buyer for approval prior to the performance of such an analysis.
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8.5 EQUIPMENT-PIPING I2TIERACTION EFFECTS I J !,
The interaction between the equipment and the s
attached piping can be significant under seismic loadings. To determine the effect of
,! the equipment on the piping, Seller shall i furnish the mathematical model(s) of the
! equipment as described in Section 8.1, when required by the Buyer. The model shall include connactions of significance so that t the stiffnesses of all six degrees-of-freedom at the pipe connection are described. The i stiffness and mass matrices of the i 4 mathematical model shall also be included.
I 8.6 l.. LOADS FRCM BUYER-SUPPLIED PIPING 5
Insomecases,pipingfurnishiedbyBuyermay be attached to the equip =cnt furnished by seller. The equipment shall then be designed i to withstand the loads imposed upon it by the attached piping. These loads shall be j
supplied by Buyer.
- 9.0 TESTING r 9.1 GENERAL CRITERIA
! 3 9.1.1 I Category I equipment shall be tested in the operating condition simulating as closely as possible the required l
loadings and load co=hinations.
Adequacy shall be established with i
l dynamic tests or on the basis of
- f comparable previous environmental i (performance) data which demonstrates
- that the equipment meets the seismic 3
design criteria as outlined in l Sections 5.0 and 6.0.
- g. 9.1.2 l - : Tests shall be performed in accordance l
with IEEE 3M-1975. In general, one of the following alternatives shall be 2
used.
- a. Two biaxial (one horizontal and I one vertical) tests may be used which simulate simultaneous input q in all three principal directions. ;
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i Specification 7220-G-006(Q), Rev 6 conclusion of the analysis and test procedure, analytical results are used as the basis for qualification, then the applicable portions of section 8.0 shall be satisfied.
11.0 COMPLIANCE DCCU E:iTATIOM The seismic qualification of equipment shall demonstrate that the equipment meets its performance requirements when subjected to tha seismic excitation for which it is to be qualified. The evidence that the equipment satisfies the require =cnts of this specification is subject to review by Buyer prior to fabrication of the equip =ent or prior to shipment of standard off-the-shelf items. The evidence of
. compliance shall be in one of the following formats: ,
11.1 ANALYSIS QUALIFICATION REPORT The report for equip =ent qualified by analysis shall be presented in a step-by-step form which is readily auditable by persons experienced in such analysis.
11.1.1 Description A general description of the equipment shall be given with drawings and photographs as necessary, figures . The information shall include a description of how the equipment functions during operations.
11.1.2 Design Criteria The design criteria shall be documented, stating allowable and referencing applicable codes. The deformation limits required to keep the equipment functional shall also be stated.
11.1.3 Loading Conditions The specific loads and load combinations used in the analysis and the design of the equipment shall be stated.
11.1.4 Mathematical Model This section shall su=marise the i mathematical =odel, assu=ptions, and properties. A justification shall be 13
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v Specification 7220 G-006(Q), Rev 6 provided, subject to approval by the buyer, for any damping values used in the analysis that are different from those in Section 8.1.
11.1.5 Computer Programs
- A description of and a certificate of program verification for all computer programs used in the analysis shall be provided, together with the program capabilities, its name, and source. .
These computer programs are subject to i
audit by anyer.
11.1.6 Analysis Techniques The report shall stats the techniques used to analyze the mathematical model of the equipment, and shall show the ;
calculations. '
11.1.7 Analysis Results This section of the report shall I summarize the indivicual loadings considered and also the combined results.
The applicable design response spectra, time histories, or maximum 'g' levels shall be identified for all three major equipment directions, (two horizontal and one vertical).
If modal analysis is used, mode shapes, frequencies, participation factors and i
modal responses shall be presented.
11.1.8 Su= mary of the Analysis This section shall summarize why the equipment is acceptable, based on comparison of predicted responses and allowables. The calculated deformations which may affect.
functionability shall be compared to ,
values which would cause malfunction.
The section shall also include a summary and a conclusion with reference ,
i; to the analysis where info m ation for '
the conclusions can be reviewed.
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Specification 7220-G-006(Q), Rev 6 11.2 TEST QUALIFICATION REPORT The report for equip =ent qualified by testing shall be presented in a step-by-step form which is readily auditable by persons experienced in the review of such reports.
11.2.1 Description A general description of the equipment I shall be given with drawings, figures ;.
and photographs as necessary. The 1 information shall include a description '
of how the equipment functions during operation.
11.2.2 Design Criteria -
The design criteria shall be !
documented, and reference applicable codes. Any deformation limits required '
to keep the equipment functional shall also be stated.
11.2.3 Loading Conditions The specific loads and load .
combinations used in the qualification of the equipment shall be documented.,
If any of the loadings and load combinations of the equipment specification are not used, a justification shall be provided subject to final approval by the buyer. The applicable design response spectra, time histories, or maximum 'g' levels shall be identified for all three major equipment directions, (two horisontal and one vertical).
1
- 11.2.4 Test Facility The report shall include a description of the test facility which conducted the test and/or prepared the test report. It shall include the name and the location of the facility.
11.2.5 Equipment Mounting The mounting of the equipment on the shake table shall be described and referenced to installation detail 15
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Specification 7220-G-006(Q), Rev 6 i
- drawing providing these requirements.
This should include photographs.
j 11.2.6 Equipment Location and Orientation The equipment location and orientation relative to the forcing functions l
- (response spectra, time histories, etc.) shall be described.
- 11.2.7 Classification
' Non-Category I devices and parts in Category I assemblies shall be identified by Seller.
11.2.8 Cperational Settings .
The operational settings (or range of settings) for adjustable type devices shall be described. Tests for different settings shall also be described.
g 11.2.9 Monitoring System t
The report shall include a full description of the monitoring system used during the test, including the location, type, calibration, etc., of
- all monitoring devices (accelerometers, strain gages, etc.).
11.2.10 Test Method t
The report shall include a complete description of the test method used to qualify the equipment, including excitation durations, vibrational amplitudes, etc.
11.2.11 Test Data The test data shall include calibration dates of the test equipment, 1
photographs of the equipment during
' testing, test response spectra and other relevant data from the test.
11.2.12 Results and Conclusions The results and conclusions from the test shall be briefly summarised. The results shall be compared with 16
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j Specification 7220-G-006(Q), Rev 6
' performance requirements for the equipment. In addition, for any*
equipment which malfunctioned during testing, the reason should be documented and the results of the test summarized. Structural failures of any kind shall be docu=ented by photographs.
11.3 COMBINED ANALYSIS / TEST REPORT The report for combined analysis / test qualification of equipment shall meet all of the applicable requirements of Sections 11.1 and 11.2.
12.0 CERTIFICATION OF COMPLIANCE All test data, design calculations, data, and certifications submitted shall be signed and approved for compliance to the specification under the seal of a Registered Professional Engineer.
13.0 MATHEMATICAL MODEL The mathematical model of the building, Figure A, is for general infomation when response spectra curves are used.
14.0 RESPONSE SPECTRA FOR EQUIPMENT QUALIFICATION The response spectra are available for various elevations, earthquake directions, and damping as a percent of critical damping. The 1% OBE damping
. response spectra to be used for equipment.
qualification have been compiled into a series of appendixes for different elevations in the building.
The SSE response spectra are two times the CBE response spectra. The location of the equipment is specified in the equipment purchase order or material requisition. Only the applicable appendix will be supplied with this specification. However, if additional appendixes are needed, they may be requested.
Appendix A - Generic Response Spectra (for equipment qualification)
Elevation Direction Figure All North-South NS-1 All East-West EW-1 All Vertical VV-1 i
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Specification 7220-G-006(Q), Rev 6 Appendix B - Response Spectra Elevation 786' O"'to 707'-0" e-Elevation Direction Fiqure 706'-0" North-South NS01-1 East-West EWOl-1 Vertical WALL-1 ' -
764'-6" North-South NS02 1~ '
sEast-West EWO2-1
~ . Vertical x
WALL-1 736'-8" North-South NS03-1 3 East-West EWO3-1 Vertical VVALL-1 707'-0" North-South NSO4-1 East-West EWO4-1 Vertical WALL-1 Appendix C - Response Spectra Elevation 664'-0" to w 622'-0" Elevation _ Direction Figure i
, , + ,
664'-0" North South NS05-l~ f East-West '
EWOS-1. . 't Vertical' WALL-1 646'-0"- North-South NS06-1 '
East-West , EWO 6-l' -
L Vertical WALL-1 !
622'-0" North-South .NS07-1 East-West EWO7-1 '
Vertical- WALL-1 Appendix D - Response Spectra - Elevation 685'-0" to 659'-0" Elevation ~ Direction Figure '
685'-0" North-South NSO9-1
' East-West EWO9-1 Vertical WALL-1 659'-0" North-South NS10-1 East-West EW10-1
- Vertical WALL-1 Appendix E - Response, Spectra - Elevation 640'-0" to 626'-0" ,
Elevation Direction Ficure
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/
Vertical WALL-1 i
b' Appendix F - Response Spectra - Elevation 603'-0" co i 591'-6" Elevation Direction Fiqure 603'-0" North-South NS15-1 East-West EW15-1
' Vertical WALL-1 591'-6" North-South NS16-1 East-West EW16-1 Vertical WALL-1 '
t 15.0 RESPONSE SPECTRA FOR COMPONENTS OTHER THAN EQUIPMENT
, _j- The response spectra are available for various j i -; '
elevations, earthquake directions, and damping as a percent of critical damping. OBE response spectra
' curves needed to design components other than equipment have been compiled i'nto a series of i I
appendixes for different elevations in the building.
The SSE response spectra are two times the OBE .
r response spectra. The location of the other i components is specified in project drawings. These appendixes will be supplied only upon request.
Appendix G - Generic Spectra (for components other than .!
equipment) i Elevation Direction Figure f
All North-South NS i All East-West EW All Vertical W Appendix H - Response Spectra Elevation 786'-0" to 707'-0" Elevatioq Direction Figure r
786'-0" North-South NS01 East-West EWO1 Vertical WALL 764'-6" North-South NS02 East-West EWO2 Vertical WALL 736'-8" North-South NS03 East-West EWO3 Vertical WALL 19 N
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Specification 7220-G-006(Q), Rev 6 707'-0" North-South NSO4 East-West EWO4 Vertical WALL Appendix I - Response Spectra Elevation 664'-0" to 6228-0" Elevation Direction Figure 664'-0" North-South NS05 East-West EWO5 Vertical WALL 646'-0" North-South NS06 East-West EWO6 Vertical WALL 622'-0" North-South NS07 East-West EWO7 Vertical WAL Appendix J - Response Spectra - Elevation 685'-0" to -
659'-0" Elevation Direction Figure
" 685'-0" North-South NSO9 East-West EWO9 Vertical WALL 659'-0" North-South NS10 East-West EW10
!. Vertical WALL Appendix K - Response Spectra - Elevation 640'-0" to 626'-0" Elevation Direction Figure 640'-0" North-South NS12 East-West EW12 Vertical WALL 626'-0" North-South NS14
, East-West EW14 Vertical WALL Appendix L - Response Spectra - Elevation 603'-0" to 591'-6" c
Elevation Direction Ficure 603'-0" North-South NS15 East-West EW15 Vertical WALL 591'-6" North-South NS16
' East-West EW16 Vertical WALL i
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- RESPONSE SPECTRA (FOR EQUIPMENT QUALIFICATION) .
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