ML20199K604
| ML20199K604 | |
| Person / Time | |
|---|---|
| Site: | Quad Cities  |
| Issue date: | 12/03/1996 |
| From: | Anagnostis S, Karavousianis, Stille F STEVENSON & ASSOCIATES |
| To: | |
| Shared Package | |
| ML20199K577 | List: |
| References | |
| REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR 93C2806.3-C002, 93C2806.3-C002-R01, 93C2806.3-C2, 93C2806.3-C2-R1, NUDOCS 9712010162 | |
| Download: ML20199K604 (110) | |
Text
- 93C2806.3-C-002 Client: Commonwealth Edison Company Calculation No.
93C2806.3 - C002
Title:
Cable Tray and Conduit Raceway Limited Analytical Review (LAR) for USl A-46 at Quad Cities Nuclear Station Projed:
Quad Cities A 46 Raceway Review Method:
GlP Section 8.0 Acceptance Criteria:
GlP Section 8.0 Remarks:
None REVISIONS 1
No.
Description By Date Chk.
Date
. App.
Date
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l JOB NO. 93C2806.3-C002 SHEET 1-S.&
SUBJECT Quad Cebes A 46 OF 8 I
E
<STEVENSON Quad C Des A-46 Raceway Limited Revision 0
' & ASSOCIATES AnalyticalReviews By g/ f y/ge 6 A
- M' CnkA r. Ff1/d cenounne ensmesans arm e
1.
Introduodon.
=
The cable tray and conduit raceway Limited Analytical Review (LAR) was performed for i
)-
- Quad Cities Station Units 1 and 2, using the Generic implementation Procedure (GlP).
by the Se!smic Qualification Utility Group (SQUG) (Reference 6.1). Raceway systems l
were walked down, checked against the 1nclusion Rules and 'Other Seismic Performance Concems as specified in Section 8.2 of the GIP, and examined for seismic L
spatial interactions with adjacent equipment and structures. The LAR evaluates the 4'
structural integrity of cable tray and conduit supports which have been chosen as representative, worst case examples of the major different types of raceway support configurations within the Quad Cities Station. Twelve sample supports have been u
chosen from the plant raceway support systems for evaluation. These supports then received a LAR per Section 8.3 of the GIP. Outliers were identified and documented.
Section 2 defines the scope.
- Section 3 summarizes the results.
m Section 4 summarizes the raceway outliers.
Section 5 lists the structural allowable loads and stresses used in the evaluations.
~ Section 6 contains the general references.
. The Appendix contains the calculations.
2.
Scope of the Review The scope of the review was determined by studying the plant layout drawings and walking through the plant to determine how cabling is routed to the areas of the plant containing the Safe Shutdown Equipment List (SSEL) equipment, it was concluded that L
the review should include:
4 all elevations of the reactor buildings excluding elevations 666' and 690', and e
selected non-safety areas of elevations 639' and 64T, selected vital areas of the turbine building including the electrical equipment room, e
diesel generator rooms, safe shutdown pump room,4 KV switchgear area, RHR and HPCI rooms, and battery rooms and electrical bus areas of elevations 615' and 623',
4 the control room, e
' and, in the crib house, the raceways suspended from elevation 595' to 554' above the circulating water purops, and the racewcys in the service water pumps area.
The walk down of each plant area was documented on a Plant Area Summary Sheet (PASS). Table 1 summarizes the PASS. The first column contains the ID used to track
.[
the PASS, the second column describes the area of the plant covered by the PASS, and
. the third column lists the LARs (if any) associated with the PASS.-
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JOB NO. g((5N C002 SHEET 2 SUBJECT QuA25es A-46 OF8 STEVENSON Quad Cates A-46 Raceway Limited Revision 0
& ASSOCIATES Analytical Reviews By f/], 7/;/pe,
.nYgn.$. $
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p-/s/pg con Table i Summary of the Plant Area Summary Sheets (PASS)
PASS #
Plant Area LAR #
RACE 001 Unit 1 and Unit 2 Cable Spreading Rooms LAR 001,002 RACE 002 Cnb House LAR 003 RACE 003 Auxiliary Electncal Equipment Room RACE 004 Unit 1 Cable Tunnel LAR 004,005 RACE 005 Unit 2 Cable Tunnel LAR 006 RACE 006 North End of Turbine Building, El. 615 LAR 007 RACE 007 Unit 1 and Unit 2 Turbine Building, El. 639 LAR 008,009 RACE 008 South End of Turbine Building, El. 619 LAR 010 RACE 009 Unit 1 and Unit 2 Reactor Building, El. 595 LAR 011,012 RACE 010 Unit 1 and Unit 2 Reactor Building, El 623 RACE 011 Unit 1 and Unit 2 Reactor Building, El. 047 RACE 012 Unit 1 and Unit 2 Reactor Building, El. 666 RACE 013 Unit 1 Torus, Corner Rooms RACE 014 Unit 2 Torus, Comer Rooms RACE 015 Unit 1 and Unit 2 Turbine Building Common Area, El. 611 RACE 016 Unit 1 and Unit 2 Diesel Generator and Switchgear Rooms 3.
Limited AnalyticalReviews (LARs) 3.1 General Description of Quad Cities Raceways Quad Cities' raceway systems are primarily of light steel strut frame, steel angle frame, or rod-hung construction. The hangers of frame construction vary from the very simple wall mounted bracket supporting a few conduit to floor, ceiling, floor-ceiling, floor-wall and ceiling-wall mounted multi-tier frames supporting mostly cable trays and some conduit. The rod-hung trapeze hangers vary from single to multi-tier depths and also support mostly cable trays and some conduit.
Cable trays are primarily of ladder or solid bottom type construction with 6" side rails and vary in width from 12" to 44". The trays are sometimes sprayed with fire retardant or have steel covers. Conduits vary in size up to 5" nominal diameter and are of rigid steel material (standard schedule pipe). The trays and conduits are secured to hangers using standard tray clamps (clips), pipe clamps, or bolting. No missing or damaged hardware was noted during tne walkdowns.
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JOB NO.' 93C2806.3-C003 SHEET 3 i
--S&
SUBJECT Quad Cees A 46 OF8 l
STEVENSON-Quad C$es A 46 Raceway Limned Revision 0 -
& ASSOctATES.
AnaYtical Reviews By jfgf y/3/p6 t
e==umas easasem.==.
Chk J.f-p/g/96 j
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The light steel strut frame posts are constructed of double chranel members with double channel cross members interconnected with single and double-bolted clip angles.> The steel angle frame supports are constructed with single angle posts and cross members I
- interconnected with single bolts. Ceiling anchorages for both types of frame..
construction vary from embedded struts to building steel weldments. Floor anchorages
. are welded base plates with concrete anchor bolts. _ Wall anchorages are embedded struts and welded base plates with concrete anchor bolts. Rod hanger cross members -
are constructed with single or double channel light steel struts or steel angle sections.
Ceiling anchorages for rod hangers consist of embedded struts, shell type anchors and building steel weldments.
The Limited Analytical Reviews (LARs) evaluate the seismic capability of the raceway supports which were selected as representative, worst case examples of the major types of raceway support configurations. Twelve (12) supports were selected for evaluation. - The evaluations were performed per the guidelines in GIP Section 8.3.
' Table 2 summarizes the LARs:
The first column lists the ID used to track the LARs.
The second column contains a brief description of the subject raceway support.
The third column contains the maximum acceptable raceway weight for which the e
GIP acceptance criteria can be met. For trays, the weight is expressed in pounds per square foot (psf). For conduit, the weight is expressed as a percentage - 100%
corresponds to the weights in GIP Section 8.3.g for steel conduit.
The fourth column contains the SRT's field estimate of the actual weight. For trays, the estimate is the SRT's conservative estimate of the actual percent fill and tray height scaled by the GlP Section 8.3.g value of 25 psf for a 4' high tray with 100%
fill, plus the empty tray dead weight scaled from Reference 6.11. For conduit, the-
' estimate" is always 100% fill, if the fill estimate (4th column) is less than the acceptable fill (3rd column), then the support meets the GIP's acceptance criteria.
- = The fifth column. lists the goveming load case.
- GlP Section 8.3.g states: ' Conservative estimates should be made for the weights of ;
- other miscellaneous items attached to the raceway support, such as HVAC ducting, piping and lighting.' The SRT did not observe any instances of significant additional
' weight due to attachments, therefore no additional weight was included in the LARs.
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JOB NO, N 2806.3-C002 SHEET 4 S&
SUBJECT Quad Cites A-46 OF8 STEVENSON Quad CRes A 46 Raceway Limited Revision 0 -
& ASSOCIATES AnaYtical Reviews ByfM y/W a situcturshmechanecal consumino eno neers.orm Chkf./. ////f/_
The Limned Analytical Review produced eight (8) outliers (LARs 001,002, 004, 007,
- 008,010,- 012), They are designated by the shaded entries below and discussed in Section 4.
^
Table 2 Summary of the Limited Analytical Reviem Consorystive Acceptable Weight Governing LAR #
Description Weight Estimate Load Case LAR 001.
5/8' # weeded red trapose, twee (A) tiers's s e
m
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' MA 49 % NM
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1LAR 002; Floor mounted Unaeruttems,954e11,4 tiers. y<23 perj:; ggg.23.3 set;s trieral Land;
/.klm one(1)4C trsWtier R WA
'^d M'. J ~'
2' LAR 003 5/8" fold threaded rod trapeze, two (2) tiers 31.3 psf 23.8 psf 3x Dead Load with one (1) 32' tray / tier, 48' - 60' to top tier
~
LAR 004 Floor to coeng steel angle frame,;12' tell,4 4 x"23 g
, s23.3 pet]
LateralLoadL siDht (8) tiere with one (1) 44' trayJiler %
A LAR 005 Walt - ceihng mourned steel angle support, 22.8 psf 23.3 psf Dead Load four (4) tiers with one (1) 44' t. sy/ tier LAR 006 Wall. floor mounted steel angle support, 9' 26.7 psf 23.3 psf Dead Load tall, eight (8) tiers with one (1) 44' tray / tier
- LAROU7, 6#8' threaded rod trapeze,2 tiers w6th t
- a 40 pef; y42.6 pofu Rod Fampue ole (1) 32' troy / lier,8' to top ter i 1
' ' ' ~
V LAR 008 s Floor mounted Unistrut _ frame, 6' tell, with 2 "17.6 paf c s17.6 psfy lateralI.medy tiers with one (1)24' trayflier T A'
"'~
4 LAR 009 Wall bracket, two (2) 2" conduit and two (2)
> 500 %
100 %
Dead Load 5'condun LAR 010
-6/81 threaded rod trapeze, four (4) tiers
.9_,.
e*,,
m with one Q) 32' tray,ttierl43' to togtierT.
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~E8553a!5'[sinchs@ :E ::::[:]{8@@~~~ 72X@[-[
sax Dead Land >
x 31_5prL_..e42_.s 3
.tanoomsLoado weided anchorap_e__a_ui_ld_ing_s_m_ei_n____..
y y
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y-LArt 011 5/81 threaded too trapeze, three (3).....
s.*
M *, s s
,4 ' ' 44 K
tieraltwo boys with one (1) 24? tray / tier,24?
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.-do_0* t_oloP_ tier _t____n___1_. ~. _. __..
n 10.4 pr-c 8_
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.. fa_ __Tx__. _h_ Seed toad; m
eswayirmer_tanchorspe_..- - - - -
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-@iiiii,;is anchoraiisiB suildirisYuer-- -'- 7< A 9E-~~7Eftipei--"-sEidTaEiui~
.LAR 012 Floor mounted cable duct support l 3' pipe s 48%r, "n 71000 LateralLeady column, 9 1/2' tell supports. 8'x24' cable h
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g duct containing equivalent of fifteen (15) 3'n W
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, JOB NO. 9302806.3-C002 SHEET 5 SUBJECT Quad Cities A-46 OF8 STEVENSON Quad Cities A-46 Raceway Lirtitted Revision 0
- 8. ASSOCIATES Analytical Reviews By /d/ y/g/pc a structural-mechanical
-Chk jf* /
7;7f/pg consultmg engmoering firm 4.
Summary of Outilers A total of 8 outliers resulted from the cable and conduit raceway reviews. A description of each raceway outlier is provided in Table 3. Of the eight outliers, three have been resolved analytically.
Table 3 Raceway Outilers ID and Location Outlier issue and Resolution PASS # RACE 001 Outlier issue: An enveloping support in the Unit 1/2 Cable Spreading Cable Spreading Room Room was chosen for limited analytical review. The support is a 3-tier, rod LAR 001 hung trapeze supporting 3 trays. The support has two different types of ceiling anchorages: embedded strut and weldment to building steel. The embedded strut version loads exceed allowables for the vertical capacity check. Both anchorage versions loads exceed allowables for the rod fatigue check.
Resolution: This outlier is resolved by outlier analysis. A limit analysis per Section 8.4.8 was performed in lieu of the vertical capacity check and the hanger passes. The system has "short" hangers interspersed among longer hangers. Using the Redundancy and Consequence approach of Section 8.4.8, the short hangers were assumed to fail. Rod fatigue evaluations were then performed on the longer rods. Rod fatigue data obtained from actual cyclic testing of tnreaded rods including the weldment anchorage plate from SEP Project 8050 (Ref. 27) was used to evaluate the rods. Based on the " Generic Rod Acceptability Curves", it was shown that the Quad Cities reds will sustain the SSE demand loads.
PASS # RACE 001 Outlier issue: A second enveloping support in the Unit 1/2 Cable Cable Spreading Room Spreading Room was chosen for limited analytical review. The support is an LAR 002 unbraced floor mounted Unistrut frame with 6 tiers supporting 6 trays. The loads in the bolted post connections to the floor baseplates exceed allowables for the lateral load check.
Resolution: HCLPFsse is 0.12g peak ground acceleration (PGA). This hanger may require lateral bracing.
PASS # RACE 004 Outlier issue: An enveloping support in the Unit 1 Cable Tunnel was Cable Tunnel chosen for limited analytical review. The support is an eight tier, floor LAR 004 mounted with interspersed floor-to-ceiling, unbraced frames with 3x3 steel angle posts and 2x2 steel angle cross members stipporting four trays. The welded floor anchorage is not ductile. The stress in the welds exceeds allowables for the lateral load check.
Resolution: HCLPFsse is 0.04g PGA. This hanger may require 'ateral bracing.
JOB NO, g3C2806.3-C002 SHEET 6 S&
SUBJECT Quad Citses A-46 OF8
~
STEVENSON Quad Cities A-46 Raceway Limsted Revision 0 -
' & ASSOCIATES Analytical Reviews By tG/ y/g/pg
[Mn'"g,n *M Chk f./,-jn/ W Table 3 Raceway Outliers (cont.) -
80 and t.ocation outl6er issue and Resolution PASS # RACE 006 Outlier issue: An envelopmg support in the Turbine Building, El. 615, was Turbine BuildingNorth c chosen for limited analytical review. The support is a 2-tWr, rod hung trapeze End' supporting 2 trays. The support does not meet the rod fatigue check.
LAR 007 Resolution: Rod fatigue data obtained from actual cyclic testing of threaded rods including tne weldment anchorage v. ate from SEP Project 8050 (Ref. 27) was used to evaluate the rods. Based on the
- Generic Rod Acceptability._
Curves", it was shown that the Quad Cities rods will sustain the SSE demand i
loads. A limit analysis per Section 8 4.8 of the GIP was performed and the hanger is shown to be able to meet the SSE loadings.
PASS # RACE 007 Outlier issue: A second enveloping support in the Turbine Building, El. 639, Turbine Building Units was chosen for limited analytical review. The support is an unbraced, floor 1/2 mounted, Unistrut frame with 2 tiers supporting 2 trays and 2, 3* conduit. The LAR 008 left post welded floor anchorage is not ductile, The stress in the welds exceeds allowables for the lateral load check.
Resolution: HCLPFm is 0.24g PGA which meets the SSE demand with no additional margin per the CDFM method of NP-6041 Seismic margins Report.
PASS # RACE 008 Outlier issue: An enveloping support in the Turtune Building, El,619, was Turbine Building So. End chosen for limited analytical review, "Ihe support is a 4-tier, rod hung trapeze LAR 010 supporting 4 trays..The support has three different types of ceiling anchorages, embedded strut. shell anchor and weldment to building steel versions the loads for all of which, exceed allowables for the vertical capacity check.
Resolution: A limit analysis per Section 8.4.8 of the GIP was performed and -
the hanger is shown to be able to meet the SSE loadings.
PASS # RACE 009 Outlier issue: An enveloping support in the Reactor Building Units 1/2, El..
Reactor Building Units 595, was chosen for limited analytical review. The support is a 2 bay, 3-tier, 1/2 rod hung trapeze supporting 6 trays. The support has two different types of LAR 011 ceiling anchorages: embedded strut and weidment to buildirig steel. The embedded strut version loads exceed allowables for the vertical capacity check and the rod fatigue evaluation criteria. The welded attachment to building steel version does not meet the rod fatigue evaluation criteria.
Resolution: HCLPFsse is 0.06g peak ground acceleration (PGA). This 1
hanger may require lateral brtcing. Additione.1 walkdowns to identify this hanger type may be required in the Reactor building.
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JOB NO. 93C2806.3-CCO2 SHEST 7 S&A SUBJECT Quid Cates A 46 OF8 STEVEN 3ON Quad Cates A-46 Raceway Limited Revision 0
& ASAOCIATES Analytical Reviews By f f / 7/j/pg co$me~eneh l Chk A J'*
}lI/94 Table 3 Racemy Outiiera (cont.)
ID and Location OuTt ier les ue and Resolutkn
~
PASS # EACE 009 Outlier Ise ve: A Aoor mounted HCU cable duct support in the Reactor Reacts Building Units Building Units 1/2, 'il. 59$, was chosen as an onve'oping support for limited i'
analyticalleview. he suppst consists of a 3' pipe column,91/2' tall LAR 012 supporting a 8'x24' cable duct containing the equivalent of fifteen (15) 3' conduit. T 1e anchorage loads exceed the allowables for the lateral load check.
Resolution: HCLPFase is 0.08g peak ground acceleration (PGA). This y
, hanger may rsquire lateral bracing.
5.0 Structural Allowables The following is a compilation of the allowable loads and stresses used in the LAR calculations:
Structural Steel. All structural steel support members are assumed to be ASTM A36 with a minimum yield strength of 36 ksi. AISC Specification allowables per Allowable Stress Design (ASD), (Ref. 6.6), are used for the dead load analysis.
Wald Filler Metal All weld filler metal are assumed to be E60xx. The allowable shear stress, based on Table J2.5 of Reference 6.6, is 0.3 x 60 ksi = 18 ksi for dead load analysis. For all other analyses,1.7 x 0.3 x 60 ksi = 30.6 ksi is used.
Embedded Channels: Per Reference 6.9, the embedded channels used at the Zion plant are Gateway inserts and which are also used at the Quad Cities plant. The inserts have have an allowable pullout load of 2000 lb per point load and 2000 lb per foot uniform load. This value is used for the dead load analysis and all other analyses.
Concrete Comorension Strength: As per Reference 6.10 (Zion), the Quad Cities site design concrete compression strength is 3500 psi.
Concrete Emansion Anchors Per field observations, the expansion anchors used to anchor raceway supports at the Quad Citias Station are Phillips Self-Drills or equivalents. Anchor bolt allowables are based on Tables C.2-1 and C.2-2 of the GIP (Ref. 6.1).
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JOB NO. 93C2806.3-C002 SHEET 8 l
S&A SUBJECT Quad Cites A-46 OF8 STEVENSON Quad Cites A 46 Raceway Limited Revision 0
& ASSOCIATES Analytical Reviews ByA/ y/3A y
- '***y ChkJ.f, st/s/9{
6.0 References 1.
"GervW implementation Procedure (GIP), for Seismic Verification of Nuclear Station buipment", Revision 2, Corrected,2/14/92, Seismic Qualification Utility Group.
2.
URS/J.A. Blume & Associstes," Shaking Table-Testing for Seismic Evaluation of Electrical Raceway Systems, April 1983 3.
URS/ John A. Blume & Associates " Analytical Techniques, Models, and Seismic Evaluation of Electrical Raceway Systems", August 1983.
4.
URS/ John A. Blume & Associates," Seismic investigations of Electric Racoways at the SEP Plants", June 1984.
5.
EPRI Report NP-6041 SL,"A Methodology for Assessment of Nuclear Power Plant Seismic Margin (Revision 1).", Electric Power Research Institute, Palo Alto, CA, prepared by JR Benjamin Associates et, al., August,1991.
6.
" Manual of Steel Construction, Allowable Stress Design",9th Edition, American Institute of Steel Construction, Inc. Chicago, IL,1989.
7.
" General Engineering Catalogue", No.12, North American Edition, Unistrut Corporation, Wayne, MI,1992.
8.
" Cable Tray Systems", CT3, B-Line Systems, Inc., Highland, IL,1990.
9..
Comed Nuclear Design Information Transmittal (NDIT) Zl-EXT-1187 (S&A Doc.
No. 93C2806.02 - LRC - 002).
- 10. Comed Nuclear Design Informauon Transmittal (NDIT) No. SECrDR-96-003 (S&A Doc. No. 93C2806.02 - DC - 013).
- 11. Comed Zion Statyn Fax: D. N. Carter (Zion) to S. Anagnostis (S&A),3-20-96
. (S&A Doc. No. 93C2806.02 - LRC - 007).
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JOB NO. 93C2806.44002 SHEET 9 S&A SUBJECT Quad Cnes A-46 OF1 i
STEVENSON Quad Caos A-46 Raceway Umned Revision 0
& ASSOCIATES Analytical Reviews By jfff p/r/y4 d."[ng#*
f(
Chk'g,t, p/f/JPg
,ng Appendix Calculations Cable Tray and Conduit Raceway Limited Analytical Review Quad Cities Station Units 1 and 2 l
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