ML20206T400
| ML20206T400 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 05/21/1986 |
| From: | Kenneth Armstrong CORPORATE CONSULTING & DEVELOPMENT CO, LTD. |
| To: | |
| Shared Package | |
| ML20206T195 | List:
|
| References | |
| 1903.22-1, NUDOCS 8610060258 | |
| Download: ML20206T400 (97) | |
Text
--
000001 O
TEST PROCEDURE for MONOTONIC AND CYCLIC
~
TESTS OF CABLE TRAY CLAMPS See COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
Procedure Date:
May 21,1986 CCL Procedure Number:
1903.22 -1 Revision:
1 CCL Project Number:
85 -1903.22 k
Keith F. Armstrong
,c Checked By R. Keith McPherson, P.E.
APPrwed %
Dr. J. Roland Yow, P.E.
l OORPORATE CONSULTING AND DEVELOPMENT COMPANY, LTD.
L Appewed By TEXAS UTILITIES GENERATING COMPANY Prepared By CORPORATE CONSULTING & DEVELOPMENT OOMPANY, LTD.
P.O. Box 12728 Resenach Triangle Park, North Carolina 27709-9998 for O
TEXAS UTILITIES GENERATING COMPANY P.O. BOX 1002 - OLEN ROSE, TEXAS 70048 Ru 1888R 888 L A
PDR L
000002 Report Prepared By: Keith F. Armstrong Technical Editor:
Darlene H. Rachal Technical Typist:
Wanda W. Stephenson Q.A. Review:
Original Issue:
April 22,1986 REVISION (S)
(
Issue Revision Checked Q.A.
Description and Pages Number Date By By By Revised 1
5/22/86 KFA RKM Pages 5, 9, 18 through 21, 24 through 29, 31 through 33, 35, 36, 38, 41, 43, and Appendix 1.
(Revisions denoted by Pol)
D O r
I:
Copyright 1986 CORPORATE CONSULTING AND DEVELOPMENT COMPANY, LTD.
Research Triangle Park, North Carolina O
oA-o04-o3
000003 1903.22-1. Rev. I Corporate Consulting PROCEDURE No.
~ E[d & Development Company, Ltd.
5/22/86 prog 1
43 or ESUE DATE n
A DATE 6-N-5 PREPARED BY j/
/
Aesea tm Tt.a* pie Pa a N:: 27709 M'/ / -QATE ^ /2 t / 4 APPROVED B P O Ec 12'2E 919 362 8900 7
/
/
-=
A DATE M
APPROVED BY TEST PROCEDURE QA REVEW BY DATE
~ N
/
TABLE OF CONTENTS PAGE LIST OF FIGURES..................................................
3 LIST OF TABLES...................................................
4
1.0 INTRODUCTION
5 1.1 Scope of Work...............................................
6 1.2 Pe rs onnel Ce rt i fi c ati on.....................................
7 1.3 Test Monitor................................................
8 1.4 Test Equipment and System Calibration.......................
8 1.5 Devi ati ons i n Test Procedu res...............................
8 2.0 CLAMP TEST CONFIGURATIONS...................................
9 L
2.1 Edge Di stance Specimen Confi gu rati ons.......................
19 3.0 TEST PROCEDURE..............................................
20 3.1 General Requirements for Static and Cyclic Cable Tray Tests, Coefficient of Friction, and Bolt Hole Oversize Tests..............................................
20 3.1.1 Test Setup...........................................
20 3.1.2 Test Method and Sequence.............................
21
(~.
3.2 Cabl e Tray Cl amp Test Fi xtu ring.............................
21 3.3 Static (Monotonic) Cable Tray Clamp Tests...................
27 3.3.1 Instrumentation......................................
27 3.3.2 Load Combinations....................................
27 3.3.3 Test Sequence........................................
29 3.4 Cycl i c Cabl e Tray Cl amp Test s...............................
31 3.4.1 I n s t ru me n t a t i o n......................................
31 3.4.2 Cyclic Load Generation and Contro1...................
32 3.4.3 Test Sequence........................................
32 a
TF-067
000004 1903.22-1. Rev. I PROCEDURE No.
N [n & Development Company. Ltd.
Corporate Consutting 5/22/86 PACE 2 or 43
,h ISSUE DATE PREPARED BY DATE Resea ch Tr.agic Pa*= Nc 277C9 P o B.12 2E 919 302 E!-
APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE TABLE OF CONTENTS (Concluded)
PAGE 3.5 Coefficient of Friction.....................................
35 3.5.1 Instrumentation......................................
35 3.5.2 Load and Coefficient Determination...................
35 3.5.3 Test Sequence........................................
36 3.6 Bol t Hol e Ov e rs i ze Te st s....................................
38 3.7 Ed g e Di s t a n c e Te s t..........................................
38 4.0 DOCUMENTATION...............................................
42
5.0 REFERENCES
43 0 /'N U
APPENDIX 1
" SPECIFICATION FOR MONOTONIC AND CYCLIC TESTS OF CABLE TRAY CLAMPS" IMPELL CORPORATION REPORT N0. 01-0210-1484, REV. 2 APPENDIX 2 CABLE TRAY AND HANGERS INSTALLATION ECP-10, REV. 8 BROWN & ROOT, INC.
APPENDIX 3 FORM FOR DOCUMENTATION OF DEVIATIONS IN TEST PROCEDURE g..
O TF-067
000005 1903.22-1. Rev. 1 PROCEDURE No.
-#[
Corporate Consulting aC & Development Company, Ltd.
ESUE DATE 5/22/86 PACE 3 or 43 PREPARED BY DAT E Reses tm Tr.aa;+ Pa'. NO 27709 APPROVED BY DATE P O B:,a 1:~25 919-362 6E:7 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE LIST OF FIGURES PAGE
(
Figure 1 Type 'A' Clamp.........................................
10 figure 2 Ty p e ' B ' Hea vy Du ty Cl amp..............................
11 Figure 3 Ty p e ' C ' C l a m p.........................................
12 Figure 4 Ty p e ' D ' He a vy Du ty C l a mp..............................
13 Figure 5 Type 'G' Clamp.........................................
14 Figure 6 Ty p e ' J ' He a vy D u ty C l a mp..............................
15 L
Figure 7 Schematic of Test Set-Up...............................
22
\\ >)
Figure 8 Clamp Test Fixturing...................................
23 Figure 9 Cl amp Tes t F i xt u ri n g...................................
24 c
F i gu re 10 Cl amp Test Fi xtu ri ng...................................
25 Fi gu re 11 Cl amp Test Fi xtu ri n g...................................
26 Figure 12 Schematic of Edge Distance Test Set-Up.................
40 d.
Fi gure 13 Edge Di stance Test Fi xture.............................
41 I^\\
\\.J TF-067
00000S 1903.22-1, Rev. 1 PROCEDURE No.
Corporate Consulting 5/22/86 4
43 M & Development Company, Ltd.
sSUE DATE pagg or PREPARED BY DATE Resea en Tr.ampe Pa'= NO 27709 APPROVED BY DATE Po Boa 12728 e
919 362 8800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE LIST OF TABLES PAGE Table 1 S u mma ry o f T e s t s........................................
16 C
(..
I I
t O
TF-067
000007 1903.22-1, Rev. 1 PROCEDURE No.
N [M & Development Company. Ltd.
Corporate Consulting 5/22/86 pAoE 5 or 43 ESUE DATt 43L O
Resea'ch Tr.a9pe Pam NC 27709 APPROVED BY DATE PO Bon 12728 e
919 362-8800 APPROVED BY DATE TEST PROCEDURE oA REVEW BY DATE CABLE TRAY CLAMP TEST PROCEDURE
1.0 INTRODUCTION
This document describes the test procedures and test fixture designs developed by Corporate Consulting and Development Company, Ltd. (CCL) in accordance with reference I to be used in a structural test program on electrical cable trays and clamps. The components to be tested are manufactured by various vendors and are designated as Nuclear Safety Related Class I or IE for use at Comanche Peak Steam Electric Station (CPSES). The cable trays and clamps will be statically and dynamically tested in accordance with this procedure to quantify various physical parameters. These C
tests shall provide the necessary information for assessing the design adequacy of these components.
The objectives of the tests are as follows:
To determine the static load capacities of cable tray e
clamps. These capacities will be determined considering the interaction of multi-directional loading.
To determine the cyclic suitability for representative cable e
g tray clamps.
To determine the coefficient of friction of trays on clamps.
e To determine the strength of cable tray clamp connections to e
cross tiers, having bolt holes with limited edge distances.
To determine load-deflection relationships for clamp and tray R1 e
assemblies in the primary directions of loading.
l The test requirements have been determined by Unit 1 and Comon Areas installation and design. The test, results may also be applicable to Unit 2, with appropriate justification.
TF-067
000008 1903.22-1, Rnv.1 PROCEDURE No.
O [M & Development Company. Ltd.
Corporate Consulting 6
43 5/22/86 pace nr sSUE DATE 2
PREPARED BY DATE Resea ca Tr.aegie Park NO 27709 APPROVED BY DATE P O Boa 12'22 919-362 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE The test program is under the direction of TUGCO, with project-related assistance provided by Impell Corporation and Ebasco Services, Incorporated.
c 1.1 Scope of Work The scope of work to be provided by CCL in conjunction with this' procedure is as follows:
Prepare detailed test procedures for both monotonic and cyclic e
tests of cable tray clamps in accordance with the requirements of this specification.
Fabricate all necessary test fixtures and provide e
instrumentation to measure the response of test specimens.
Assemble test specimens from the material provided by e
Purchaser, in accordance with the procedures outlined in installation procedures referenced herein and in conformance with the drawings provided.
Perform monotonic tests that determine the load-deflection behavior up to ultimate load, Perform cyclic tests that determine suitability for cyclic e
loading.
c e
Perform friction tests.
Perfonn edge distance tests.
e Prepare a comprehensive schedule for performing and completing the specified tests.
Prepare a test report that provides all specified test o
results.
e Provide interim test results, as required.
O TF-067
000009 1903.22-1, Rev.1 f [M & Development Company, Ltd.
PROCEDURE No.
Corporate Consulting 5/22/86 7
43 pact or M
sSUE DATE k-PREPARED BY DATE Resea*ch Triange Pa'k NC 27709 APPROVED BY DATE PO Bom 12722 919 362-8800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE The test program will be performed in accordance with the procedures and instructions of CCL's Quality Assurance (0A) program. This fully documented QA program complies with the applicable requirements of ANSI N45.2-1972, 10CFR50 Appendix B, and
(
The Purchaser shall supply all cable trays, cable tray clamps, channel sections and connection hardware necessary for performing the tests. Test items shall be verified by the Purcitaser to be representative of that type of item found in Unit 1 of CPSES.
(
In some instances, it may be necessary for CCL Laboratories to supply various pieces of hardware due to schedule and availability problems. All safety-related materials will be purchased under the specifications used by TUGCO.
Documentation such as certifications, chemical certifications, mill reports, etc.,
required under TUGC0 purchase specification will be obtained and placed on file at CCL.
U Tested clamps are to be clearly labeled and stored for 6 months after the conclusion of the tests.
1.2 Personnel Certification All personnel assigned to this test program will be certified as qualified for the tasks assigned. Personnel certification is achieved through personnel education level, vocational training, and practical experience as outlined in CCL Operating Procedure 02-002.
O TF-067
000010 1903.22-1, Rev. I PROCEDURE No.
N#I Corporate Consulting 8 or 43 5/22/86 pace
_EdC & Development Company, Ltd.
ISSUE DATE PREPARED BY DATE Aesea ch Tr.am;< Pa'a Nc 27709 APPROVED BY DATE 919 362 8830 P O E D *2'26 APPROVED BY DATE I
TEST PROCEDURE or REvew BY DATE 1.3 Test Monitor The appointed and approved test monitor who serves as an extension to the Quality Assurance Department shall ensure that all tests are properly executed in accordar.ce with the requirements and i
procedures specified herein and CCL Operating Procedure 10-002.
1.4 Test Equipment and System Calibration All test equipment and instruments used during this test program for acquisition of data will have a decal affixed to indicate the l
next calibration due date. All calibrated devices used are l
calibrated in accordance with CCL Operating Procedure 12-001 and have calibrations traceable to the National Bureau of Standards.
O' 1.5 Deviations in Test Procedures During the course of the overall test program, it may become necessary to deviate from the procedures specified herein. Reasons
,.el' for deviations include but are not limited to:
e increased accuracy of data, e
modifications to boundary conditions, additional data (or less data) is required, e
f changes in methodology, e
changes in test specimen configuration and hardware.
e When the need for deviations arise, the form shown in Appendix 3 will be conpleted and filed in the project file. Signatures from appropriate CCL and Purchaser personnel will be required prior to proceeding with the stated changes. All deviations will be fully documented in the final test reports, O
TF-067
000011 1903.22-1, Rev. 1 PROCEDURE No.
Corporate Consulting 5/22/86 PAGE 9 or 43
& Development Company, Ltd.
ESUE DATE PREPARED BY DATE Aesene Triange Park Nc 27709 pg P O Bon '2'2B e
919 362 68 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE 2.0 CLAMP TEST CONFIGURATIONS The test series shall include six clamp types:
A, B, C, D, G, and J.
Clamp Types A and G shall be nominally 4-in. high clamps. An R1 additional nur,iber of tests will be performed on Type D clamps to l
address bolt hole oversize. A limited number of additional tests I
will be performed on 6-in. high Types A and G clamps. Specific requirements for the clamp types are given below and are shown in Figures 1 through 6.
Selected clamps from these types will be used in the monotonic, cyclic, bolt hole oversize, and coefficient of friction tests. Table 1 sumarizes the tests to be conducted.
Type A - A 4-in. high clamp shall be used and installed so e
g that a horizontal gap of 1/4 in. exists between the base of the clamp and the cable tray side rail, as shown in Figure 1.
Additional tests on Type A clamps shall be on 6-in. high clamps with the same horizontal gap of 1/4-in.
c Type B - This type of clamp shall be tested with a vertical e
installation gap of 3/8-in. between the tray bottom and the top of the support member to which the clamp is welded, as shown in Figure 2.
g Type C - Type C clamps shall be installed to within field R1 e
specifications, and as shown in Figure 3.
Type D - This type of clamp shall be tested with a vertical e
installation gap of 3/8 in. as shown in Figure 4.
Some samples will be tested with bolt hole oversize, Type G - This clamp shall be tested with a horizontal gap of e
3/8 in, between the clamp and side rail (one side only) as shown in Figure 5.
Additional tests on clamp Type G shall be on a 6-in. high clamp with the same 3/8-in. horizontal gap.
R1 p
V l
l l
TF-067
000012 1903.22-1 Rev. I
@f Corporate Consulting PROCEDURE No.
MG[M & Development Company, Ltd.
10 or 43 5/22/86 pact h3 ESUE DATE PREPARED BY DATE Resea en Tr.aage Park NC 27709 APPROVED BY DATE P O Bos 12?28 e
919 3E2 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE i
i cl d sett w/wasata i
i I
wcLE FOR l * # 5.:,67 a was-tm y iTv V
l CYDeus CR eumNDY HUSKY 30LT CONFIGURATION CLAMP mz FIL.te E YnI:LNE15sj*
I F4:: TION 1-J TYPE C.aw L
h FA::T W Tv8E NORMAL aESET.Y CLag
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E l
.D Twpi r
t 1* Tw!:s Mars m
I I
ECAP MAX 30LT FOR y
g Trav C aw s:LT Fem suIri t Tvei a a-307 MIN 1 ThaY CL W ta-3GT MIN Figure 1 Type 'A' Clamp i
O TF-067
-m.
000U13 1903.22-1, ReV. I PROCEDURE No N [M & Development Company, Ltd.
Corporate Consulting 5/22/86 II O
ESUE DATE p3gg or PREPARED BY DATE Resea :* Tr.am;e Park NC 27709 APPROVED BY DATE PO B.12'26 919-362 B800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE I
- Tsa, g
%lf;,9{')
e & was to g g[i'sno!3!fi Cm&NNELb
] _ ~b!!E 'TRI.T h
E wsTD was>Em h :ma=NEL k
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y I, Ve4cel GY f
e l Pha T. PEN. ONLY WE%)
n J PiavE 15 SED 04 FULL PEN. I PLATE)
C O M.*Ea TmE PLATE May SE BENT TO FIT THE CURVATURE OF TRAv.
.t E McLES FDR T-T l BOLTS iWASHERPLATE DETAIL O
Figure 2 Type 'B' Heavy Duty Clamp O
TF-067
000014 PROCEDURE No.
1903.22-1. Rev.1 Corporate Consulting
& Development Company, Ltd.
ESUE DATE 5/22/86 pace 12 or 43 gg PREPARED BY DATE Research Tr.ampie Pa*k NC 27709 APPROVED BY DATE P O Bon tI'2E 919 362 8900 APPROVED BY DATE TEST PROCEDURE or REvew BY oATE 4
dPLATE BOLIED CLIP SdI= E IF mE0' D I"
t m x)
Taay l
- LE FCR l* ( BQLT
, gy.h"g t a-307 MIm gg.7, gg C(
fyI[g'q'fLE' "IE) 5.JITI 40LE F08t l*( SOLT & WASHER gypoggt
[ ( REF 0%Y1 8
y (TYP3 FILLER P ATE MOLE A5 IN Claw r 6
/ IF RE0' O
- l fCECLT L max FIgLg4 g TM10 EMS $a j' c
l Figure 3 Type 'C' Clamp l
1 O
TF-067
.~
000015 1903.22-1, Rev.1 PROCEDURE No.
Corporate Consulting 5/22/86 PACE 13 or 43
& & Development Company, Ltd.
msuE DATE PREPARED BY DATE Aesea en Tr.39;+ Pa'k NC 27709 DATE APPROVED BY 919 362 B800 P O Bd 12'26 DATE APPROVED BY TEST PROCEDURE OA REVEW BY DATE gca weave m;gg Tmay DUT aN;iE I FCm TRav
- ,30 M; I
.O,L,T,S t.a.3.;.v t CMANNEL N f,a 24-1 up T
gl't 3DL a-325 MIm T
hc?ti TmE AN LE Ip!h h
d) 0LES FCR l
- { 8 cit 3 & WASMERS CuevaTgat or TME Taat g
V iWASHERPLATE N$.$'*T 3
" \\ McLE l
%l ksam as Y
C:. A*
SHIM PLATE waswER PLATE tLENOTm & WIDTM TO SUITI
)
(;
Figure 4 Type 'D' Heavy Duty Clamp TF-067
000016 1903.22-1, Rev. I PROCEDURE No.
Corporate Consulting 5/22/86 p4og 14 or 43 h & Development Company. Ltd.
ssuE DATE PREPARED BY DATE Aesea ch Triang'e Park NO 27709 APPROVED BY DATE P O B > 12'26 919 362 6800 APPROVED BY DATE TEST PROCEDURE o A REvew BY DATE c
T"'Y E{'M2t:{} tTYPI F
I e
> g",.__m sur g, QYP O
"it'
/Wi i 11 1~*
ca e-T f
J SUPPORY
) " un,g, g r ept g,3g Figure 5 Type 'G' Clamp I(7 O
TF-067
000017 19 3.22-1, Rev.1 PROCEDURE No.
I Corporate Consulting 5/22/86
, pace 15 or 43
& Development Company, Ltd.
ISSUE DATE PREPARED BY DATE Resea ca Tr.ampe Pa*k NC 27709 DATE APPROVED BY P O B: 12'20 e
919-362 8800 APPROVED BY_
DATE TEST PROCEDURE QA REVEW BY DATE i
I04lAh0LE
/- Ve **
h*k?e'sh!i s '
k
$pf C"li FCa inavs g
wa5=LR f.
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F y T8,av 24
- we c wa5MER CC~STRW: TION 1
cwemet 25 co m tTE N{
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e ~~e// s,, e,-L g< swEte to:
1
' wett' T
Fon!a:Lis O
a wAs z>.
tart D
Figure 6 Type
'J' Heavy Duty Clamp Ov TF-067 i
\\
p g
m h
Table 1 Summary of Tests i
N O
q h.--n m
? ?
l y)
- r. ::
i Sample Test Clamp Loading Direction No. of H
d *;
- p. o No.
No.
Type Type of Load Purpose Tests T
oQ 3
i
@]
)
O
.i a
m A-1A la A
Monotonic V
Failure Envelope 3
O J
O Hi A-1B lb A
I Monotonic T
Failure Envelope 3
m 3
3
$.o h
.5 U
3 i
A-1C l Ic A
Monotonic V/T = 0.5 Failure Envelope 3
f3 o E_
1 Id A
Monotonic V/T = 2.0 1 Failure Envelope 3
A-10 J
A-2A l2a C
Monotonic V
Failure Envelope 3
m 58 35 i
A-2B 1
2b l
C Monotonic T
Failure Envelope 3
s:
u j
A-2C 2c C
Monotonic V/T = 0.5 Failure Envelope 3
3 A-20 2d C
Monotonic V/T = 2.0 Failure Envelope 3
A-3A 3a G
, Monotonic V
Failure Envelope 3
CF A-3B 1
3b G
l Monotonic T
Failure Envelope 3
A-3C l 3c G
Monotonic V/T = 0.5 Failure Envelope 3
A-3D 3d G
Monotonic V/T = 2.0 Failure Envelope 1
3 o >
- 4>
h5jkm!
A-4A 4a B
Monotonic V
Failure Envelope 3
j gR A-4B 4b B
Monotonic T
I Failure Envelope 3
o
?
m M gm A-4C 4c B
1 Monotonic L
Failure Envelope 3
i A
A-401 4d1 l
B l Monotonic V/T = 0.5 I Failure Envelope 3
A-4D2 4d2 i
B l Monotonic V/T = 2.0 Failure Envelope 3
g A-4E1 4e1 ;
B
! Monotonic V/L = 0.5 Failure Envelope 1
3 A-4E2 4e2 B
Monotonic V/L = 2.0 Failure Envelope 3
R A-4F1 4f1 B
Monotonic T/L = 0.5
! Failure Envelope 3
M
]
A-4F2 4f2 B
Monotonic T/L = 2.0 Failure Envelope 3
3 A-5A 5a J
l Monotonic V
I Failure Envelope 3
g A-5B Sb J
Monotonic T
Failure Envelope 3
F A-SC Sc J
l Monotonic L
Failure Envelope 3
y l
A-501 Sd1 J
Monotonic V/T = 0.5 Failure Envelope 3
g ? g g ]!
)
A-5D2 5d2 J
l Monotonic V/T = 2.0 Failure Envelope 3
MMMMR O
A-5El Sel J
l Monotonic V/L = 0.5 Failure Envelope 3
F O
O A-5E2 Se2 J
l Monotonic V/L = 2.0 1 Failure Envelope 3
O A-5F1 Sf1 J
, Monotonic T/L = 0.5 Failure Envelope 3
A-5F2 Sf2 J
l Monotonic T/L = 2.0 Failure Envelope 3
9 z.
(Continued) l
o c
O O
e P) m6 e
-4 m
m t' F U)
=;
4
.J "" {
Table 1 Summary of Tests y
"I3 5
O 1
e-m o
J e6 Sample Test Clamp Loading Direction No. of m
3o
{
5
$O No.
No.
Type Type of Load Purpose Tests
,g g
Jo
- M OS 5
A-6A 6a D
, Monotonic V
Failure Envelope 3
A-6B l
6b D
l Monotonic T
Failure Envelope 3
fl g
A-6C 6c D
Monotonic L
Failure Envelope 3
w A-6D1 6d1 D
Monotonic V/T = 0.5 Failure Envelope 3
C A-602 6d2 0
Monotonic V/T = 2.0 Failure Envelope 3
P A-6El 6el D
Monotonic V/L = 0.5 Failure Envelope 3
A-6E2 6e2 0
. Monotonic V/L = 2.0 Failure Envelope 3
o>1 g %,,8 A-6F1 6f1 D
Monotonic T/L = 0.5 Failure Envelope 3
g A-6F2 6f2 D
Monotonic T/L = 2.0 Failure Envelope 3
g8o g?g g g rn g
B-7A 7a A
I Cyclic T
l Cyclic Suitability 3
m B-7B 7b A
Cyclic V
Cyclic Suitability 3
j MA B-BA Ba C
Cyclic T
Cyclic Suitability 3
p B-8B 8b C
Cyclic V
Cyclic Suitability 3
B-9A 9a G
Cyclic T
Cyclic Suitability 3
g B-9B 9b G
Cyclic V
Cyclic Suitability 3
g B-10A 10a B
Cyclic V
Cyclic Suitability 3
g G
B-10B 10b B
Cyclic T
Cyclic Suitability 3
cn B-10C 10c B
Cyclic L
Cyclic Suitability I
3 8
B-11A 11a J
Cyclic V
Cyclic Suitability l
3 6
'?
B-11B 11b J
Cyclic T
Cyclic Suitability l
3 o o o o m
$$$$h P'
B-11C 11c J
Cyclic L
Cyclic Suitability l
3 l
2 O
(Continued) 0 O
O S
Os O
CO
r o
q
-f o
Table 1 Sumary of Tests M
-4 m
4 m
VF fn 4 ::
b
- Q Sample Test Clamp Loading Direction No. of
]
{
No.
No.
l Type Type of Load Purpose Tests o
.i 1
t h
B-12A 12a D
Cyclic V
Cyclic Suitability 3
B-12B 12b D
Cyclic T
Cyclic Suitability 3
O
- 5
@g 1
B-12C 12c D
Cyclic L
Cyclic Suitability 3
C
=
-w A-13A 13a A
Monotonic V
6" Tray 3
R1 2
?3 95 i
A-13B 13b A
, Monotonic T
6" Tray 3
m
$*l
@g g
I Monotonic V
6" Tray 3
l A-14A 14a G
A-14B 14b G
, Monotonic T
I 6" Tray 3
y l
B-15A 15a A
Cyclic L+V constant Coefficient of Friction 3
r$
B-ISB 15b A
- Cyclic L+T constant Coefficient of Friction 3
B-15C 15c C
l Cyclic L+V constant Coefficient of Friction I
3 B-15D 15d C
Cyclic L+T constant Coefficient of Friction 3
9%>fg]a3$8 B-16A 16a G
Cyclic L+V constant Coefficient of Friction 3
I g :ll B-16B 16b G
, Cycli L+T constant Coefficient of Friction 3
A-17A 17a N/A Monotonic L
Edge Distance, 5/8" bolt, 5
g B o "'
C4 x 7.25
- E
@ h j
A-17B 17b N/A
' Monotonic 'L Edge Distance, 5/8" bolt, I
5 gggg I
C6 x 7.2 A-17C 17c N/A
' Monotonic L
Edge Distance, 1/2" bolt,
'r 5
R l
C4 x 7.25 y
4 A-17D 17d N/A
' Monotonic L
Edge Distance,1/2" bolt, l
5 m
C6 x 8.2 A-18A 18a D
l Monotonic V
Bolt Hole Oversize 3
8 A-188 IBb D
j Monotonic T
Bolt Hole Oversize 3
1 3
y A-18C 18c 0
Monotonic L
Bolt Hole Oversize i
' "flI MMMMM TOTAL E o
?
O (Concluded)
O w O O
O Mo I
e
000021 1903.22-1, Rev. I PROCEDURE No.
M
,d*
P Corporate Consulting 5/22/86 p,gg 19 or 43 W
h & Development Company, Ltd.
ESUE DATE Resea 09 Tr.ange Pa'. NO 277C9 APPROVED BY DATE P O Bom 12'2E e
919 362-8900 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE Type J - Type J clamps shall be tested with a vertical e
installation gap of 3/8 in., as shown in Figure 6.
Additionally, clamp types N and/or P may be included in this test R1 series, as required by the Purchaser.
{
All test specimen hardware fabrication and installation will be done in accordance with TUGC0 installation and QA procedures.
All test specimens will be assigned a unique identification number and each will have a separate file folder. The individual folders O
will contain as a minimum the following:
QA Test Specimens Monitor Log for controlling critical aspects e
of each test, Test configuration assembly drawings providing instructions e
r for proper fabrication and installation of the test specimen and instrumentation locations, and Original data obtained from test.
e
,L 2.1 Edge Distance Specimen Configurations Test specimens for the edge distance test will consist of sections of A36 structural channel, either C4 x 7.25 or C6 x 8.2.
Two bolt sizes,1/2 and 5/8-in. diameter, will be used in conjunction with the charinel sections. Bolt grades will be Grade 5 or better to preclude premature bolt failure.
O TF-067
000022 PROCEDURE No.
1903.22-1, Rev. I ff Corporate Consulting MM & DeveIOpment Company, Ltd.
sSUE DATE 5/22/86 pang 20 nr 43 PfEPARED BY DATE U
Resea'ch Trage Park. NO 27709 APPROVED BY DATE PO Bos 12728 e
919 362-8800 APPROVED BY DATE TEST PROCEDURE oA REvew sY DATE
=
3.0 TEST PROCEDURE The cable tray clamp test program consists of five separate types of tests:
Static cable tray clamp tests, e
Cyclic cable tray clamp tests, e
o Coefficient of friction tests, e
Bolt hole oversize tests, and Bolt hole edge distance.
e With the sole exception of the bolt hole edge distance, all other tests require similar test specimens and fixturing. A general C
description of the fixturing for the first four tests is given below. Specific variations and details of the individual tests are outlined under separate sections.
3.1 General Requirements for Static and Cyclic Cable Tray Tests, Coefficient of Friction, and Bolt Hole Oversize Tests The testing laboratory shall conform to the following specifications for test setup, test method and sequence, and test L
data monitoring.
3.1.1 Test Setup Each clamp type shall be tested as a pair that is mounted on a support member as specified in the installation procedure-R1 l
(Reference 2). The load (s) shall be applied to the clamps through a straight 18-in. wide cable tray segment. The clamps shall be positioned in the center of the overall tray length and half way between cable tray rungs. The load (s) shall be applied to the tier either at the ends of the tier R1 O
TF467
000023 1903.22-1, Rev. 1 M
f Corporate Consulting PROCEDUFE No.
M M & Development Company, Ltd.
sSUE DATE 5/22/86 PAGE 21 nr 43 PIEPARED BY DATE Reses ch Thagie Park NC 27709 APPROVED BY DATE PO Bos 12728 e
919-367 8800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE or on the bottom. The application of longitudinal load (s)
R1 will be done to limit the rotation between tray and tier. A schematic of the test arrangement is given in Figure 7.
3.1.2 Test Method and Sequence In general, the test laboratory shall perform each test up to and including the failure of the clamp, i.e., the loss of connection between clamp and tray or between clamp and support member. All tests shall be performed on virgin, untested clamp and tray specimens, unless otherwise noted.
Tray specimens may be reused if no yielding of the tray has C()
occurred in prior tests.
Load may be applied in orthogonal directions denoted by the letters L (longitudinal to the tray axis), T (transverse to tray side rails), and V (vertically), as specified for each test. All capacity tests under monotonically increasing load shall be performed for a particular type of clamp prior to performing cyclic testing on virgin samples of the same type of clamps. Results of the monotonic tests shall be given to the Purchaser prior to cyclic tests.
3.2 Cable Tray Clamp Test Fixturing l
Due to the similar nature of the specimens and load directions for the static, cyclic, bolt hole oversize, and coefficient of friction tests, the same test bed will be used for all tests. Two identical beds and fixtures will be fabricated to allow conducting multiple tests simultaneously. Figures 8 through 11 show the general arrangement of the fixturing and methods of attaching the specimen TF-067
000024 1903.22-1, Rev.1 PROCEDURE No.
I Corporate Consulting 5/22/86 proc 22 or 43
& Development Company Ltd.
ESUE DATE PREPARED BY DATE Resea cm Tr.angie Pa'k NC 27709 DATE APPROVED BY PO Bon 12728 e
919 362 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE
!\\
Load Actuator and Load tell 5 tiff Loading Yoke Clamps Stiffened Tray Ends (Type A Shoem) 1 l lI
_,u Stiffened C4 X 7.25
/ Rigid Test Fixture 7a. Schematic of Test Set-up for Vertical, Longitudinal, and Transverse Loading.
(-
Load Actuator and Load Cell p
ll,
.f i!
%'-.1J h
l Constant Normal Load, Typ.
(Vertical Direction Showr.)
_ p.
.m 7b. Schematic for Friction Testing Figure 7 Schematic of Test Set-Up GV TF-067
~
000025 PROCEDURE No.
1903.22-1. Rev. 1 ffI Corporate Consulting 5/22/86 PAGE 23 or 43 WR
& Development Company. Ltd.
ISSUE DATE
,g k)
PREPARED BY DATE Resea a Triange Pa NC 27709 APPROVED BY DATE P O Bo= 12'26 919 362 880C APPROVED BY DATE TEST PROCEDURE oA REvcw BY_
DATE MP' t
4 4
s:!$
i l
' 'I
- i
(
" )!
c l
- s
.,#V m
lI0-
'k; q
g4 k l
5 j
h
.)
~N
.y.
t lL
- i eg 1
+
l
%re v
w Figure 8 Clamp Test Fixturing O
TF-067
000026 1903.22-1, Rev. 1 PROCEDURE No.
Nff Corporate Consulting 5/22/86 PAGE 24 or 43 643LM & Development Company, Ltd.
ESUE DATE.
PREPARED BY DATE Reses ch Trange Park NC 27709 APPROVED BY DATE P O Bo= 12726 919 362 8830 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE R1 VET LOAD & RECTA 7N MAGN /72/DE OF CONSTANT LOAD
,'.RVIVr/ CLEVIS REFERENCE S PLE A0
//77'RAUL/C CYl/CIC L
- x. 5 m
/\\
LVDr--m T
L (7YP)
K g
- LOAD CELL -
,/
/
swi[ cievis /-
%*/
- 3..
t
'v
'(O
\\
u rn-v 0
/
'i CABLE TRAY
-5
~.
LOAD CELL CLAAW
'*~
( //Yl'RAVL/C OL/kDCh' Om f 5%7 VEL CLEVIS t
Figure 9 Clamp Test Fixturing Vertical and Transverse Loads O
TF-067
000027 1903.22-1, Rev. 1 fI Corporate Consulting PROCEDURE No.
& & Development Company, Ltd.
ESUE DATE 5/22/86 pact 25 or 43 PREPARED BY DATE Resea ch Trenge Park NC 27709 APPROVED BY DATE P O Bon 12728 e
919-362 8830 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE m-R1 LOAD LVRECTIONS V&L MAGNITUM OF CONSTANT LDAD rsSW/ VEL CLEVIS REFERENCE SAMPLE AC.
-HYDRAUL/C CYL/NDER
_J4 LOAD CELL S/A1FLE CLEVIS 0
a a
,o,
775g LVDr
( t s, (TYP)
Q o
J 10AO CELL HrDDR/L/C CYuMMR q'
Sw/ VEL CLEV/S CABLE TRAY V
o N
C, T
L Figure 10 Clamp Test Fixturing Vertical and Longitudinal Loads l O l
TF-067
000028 1903.22-1, Rev. 1 PROCEDURE No.
I Corporate Consulting 26 43 5/22/86 PAGE or
(')
Mh & Development Company, Ltd.
ESUE DATE
%r PREPARED BY DATE Resea en Tr6 ave Park NC 27709 APPROVED BY DATE Po Bon 12726 e
919 362 8830 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE R1 LOAD DIRECTION T&L ASAGNrruDE Of COV.5TANTLOAD REFERENCE SMfPLE AC s
e N
_e /
m
_(TYP)
. o L
LOAD CELL g
NYDRAUUC SMPLE CLEV/S -m
- U
~
LOAD CELL ['
C CYLINDER CLEV/S
" - CAELE 7RA Y CL M P NNYDEAUUC CYLkVMR Q~SW/ VEL CLEV/S
/\\
T L
O Figure 11 Clamp Test Fixturing Transverse and Longitudinal Loads O
TF-067
000029 1903.22-1. Rev. 1 4 SI Corporate Consulting PROCEDURE No.
& Development Company. Ltd.
ESUE DATE 5/22/86 PAGE 27 OF 43 PREPARED BY DATE Resea ch Triangie Park NO 27709 APPROVED BY DATE P O Ben 12'28 e
919-362 8800 APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE and loading devices. Welding of clamps or trays shall no+ 'Je R1 performed by the testing laboratory except as approved by TUGC0 or l
by TUGC0's representative.
l
{
3.3 Static (Monotonic) Cable Tray Clamp Tests Specific details relating to the static clamp tests are outlined in the following sections, i
3.3.1 Instrumentation The data to be collected during the static tests will consist of the applied load (s) and resultant displacements C
of the cable tray at the clamp and in the direction of the load. The applied load will be measured along the line of action of the hydraulic cylinder and the cable tray using a strain gage type load cell. The full scale capacity of the load cell will vary based on the anticipated load magnitude at failure. Deflection measurements will be made using LVDTs mounted as shown in the test configuration drawings.
U The load and deflection data will be collected using a personal computer based data acquisition system (PC-DAS).
The load and deflection will be plotted in X-Y format on a display monitor as the test is conducted. The data will be stored on magnetic media and also plotted out in hardcopy form.
3.3.2 Load Combinations Clamp Types A, C, and G - Different samples of each R1 e
clamp type shall be subjected to 1 of 4 different load V
cases:
TF-067
000030 1903.22-1, Rev. 1
- NI Corporate Consulting PROCEDURE No.
5/22/86 28 43 N4CLh & Development Company, Ltd.
PAGE or ISSUE DATE O()
PREPARED BY DATE Aesea en Tr.angie Pa'n NC 27709 APPROVED BY DATE P O Bd 12'20 919-362 2800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE (a) V only, (b) T only, (c) V + T where V/T = 0.5, or t
(d) V + T where V/T = 2.0.
7 Clamp Types B, D, and J - Different samples of each R1 l
e clamp type shall be subjected to 1 of 9 different load R1 l
cases:
l, (a) V only (up),
(b) T only, (c) L only, (d) V + T where V/T = 0.5, 2.0, gc (e) V + L where V/L = 0.5, 2.0, or (f) T + L where T/L = 0.5, 2.0.
e Tests of 6-in. High Clamps For clamp tests A and G mounted on 6-in, high trays, monotonic tests will be performed for V only loading and for T only loading.
If results differ sufficiently from j
those using 4-in. high clamps and trays, as determined I
by the Purchaser, further tests may be warranted.
O j
Alternatively if separate loading cylinders are used to apply each component of load, one cylinder will apply a i
constant load while the other cylinder will apply a load that is increased until failure. The constant load shall be 33% and 67% of the failure load for that component and direction; alternatively, the Purchaser may specify the constant load. The actual loads and methods used will be 1
documer.ted in the test report.
O TF-067
000031 1903.22-1, Rev. 1 PROCEDURE No.
M f
Corporate Consulting M
M & Development Company, Ltd.
sSUE DATE 5/22/86 PaoE 29 nr 43 PfEPARED BY DATE f
%./
ResearchTr. angle Park NO 27709 APPROVED BY DATE P.O Bon 12728 e
919 362 8800 APPROVED BY DATE TEST PROCEDURE on REvew BY DATE
=
3.3.3 Test Sequence The cable tray monotonic clamp tests will be performed in the sequence presented below:
All major test specimen components will be marked with
(
e the specimen's unique number prior to assembly.
The test specimen will be assembled in accordance with e
Brown & Root, Inc. Procedure Number ECP-10, Rev. 8 (see Appendix 2) and the test configuration assembly R1 drawing. Modifications will be made as specified to provide the appropriate boundary conditions when l
installed in the test frame. Deviations in assembly C
require approval of the Test Engineer and must be documented on the drawings and monitor log, All required boundary restraints will be positioned and e
I installed on the test frame. The specimen will be put into position and restrained as required.
All hydraulic cylinders, load cells, and fixtering e
should be attached to the specimen as specified by the test configuration drawing. Deviations from the drawing
'IC must be approved by the Test Engineer and documented on the drawing and monitor log.
All displacement measuring instruments will be installed e
at the locations specified in the test configuration j
drawing or by the Test Engineer.
The test configuration will be identified on a note card e
and the setup will be photographed prior to testing.
All instrumentation will be adjusted as required for e
l initial zero and span settings. All recording media and/or data sheets will be annotated with the following as a minimum:
TF-067
000032 1903.22-1, Rev. 1 PROCEDURE No.
Nff Corporate Consulting 5/22/86 30 43 MC2LM & Development Company. Ltd.
sSUE DATE pg nr
'O PfEPARED BY DATE Resesech Trege Park NO 27709 A
DE BY DATE PO Bom 12728 e
919-362-8800 APPROVED BY DATE TEST PROCEDURE or REvew BY DATE (a) CCL project number.
(b) Test specimen identification.
(c). Test date and time.
(
(d) Person conducting the test.
(e) Recording speed (if appropriate).
(f) Channel or trace identification.
(g) Initial zero and span settings for each channel.
(h)
(For the PC-DAS only.) A unique file name will be assigned to the data file for storage on floppy diskettes.
All critical dimensions as specified on the test e
C configuration drawing will be recorded prior to testing.
Test monitor reviews will be carried out as required by e
the Test Monitor Log prior to conducting the test.
The test specimen will be gradually loaded at a rate e
(
which will result in failure in ~1-1/2 to 2 minutes after beginning loading (estimates of range are 50 to 100 lbs/sec). Loading will continue until catastrophic failure is reached.
A description of the mode of failure and other O
e observations made during the test will be entered into the Test Monitor Log. Photographs (labeled as post J
test) will be taken after failure as required to document the mode and extent of failure. The photograph (s) should be taken prior to disassembly of the test setup (and after disassembly if required for clarity).
Post test verifications will be performed on all e
instrument zeroes and spans as appropriate.
O TFG 7
000033 1903.22-1, Rev. 1 Corporate Consulting CL(M & Development Company, Ltd.
PROCEDURE No.
sSUE DATE 5/22/86 PAGE 31 nr 43 p
PfEPARED BY DATE Research Trenge Pa'k NC 27709 APPROVED BY DATE PO Bos 12728 919-362 8800 APPROVED BY DATE TEST PROCEDURE on REvew BY Darc e
Final test monitor reviews will be conducted for completeness of test information and QA sign offs.
3.4 Cyclic Cable Tray Clamp Tests Specific details relating to the cyclic clamp tests are outlined in the following sections.
3.4.1 Instrumentation The data to be collected during the cyclic tests will consist of the applied load (s) and resultant displacements of the cable tray at the clamp and in the direction of the C
load. The applied load will be measured along the line of action of the hydraulic cylinder and the cable tray using a strain gage type load cell. The full scale capacity of the load cell will vary based on the anticipated load magnitude at failure. Deflection measurements will be made using LVDTs mounted as shown in the test configuration drawings.
The load and deflection data will be collected using a C
personal computer based data acquisition system (PC-DAS) and a multi-channel oscillographic recorder. The data will be continuously recorded as time records of load and/or displacement versus time. After completion of the test, hysteresis plots will be generated for all cycles. The data R1 will be stored on magnetic media and also plotted out in hardcopy form.
O TF-067
000034 1903.22-1, Rev. 1 Mf Corporate Consulting M
PROCEDURE No.
MGM & Development Company, Ltd.
sSUE DATE 5/22/86 PAGE 32 or 43 PfEPARED BY DATE Resea en Tr.ay Park Nc 27709 APPROVED BY DATE P O Ben 12728 919-362 8800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE 3.4.2 Cyclic Load Generation and Control Cyclic loading will be applied as pseudo-static to preclude any inertial effects. At least one cyclic test shall be performed at a rapid rate (to be determined by the test laboratory within the range of 4 Hz to 10 Hz) to assess the effect of rate of loading upon the response of the clamps.
If the effect is not significant when compared to pseudo-static loading, all cyclic tests will be performed at a frequency of approximately 1 Hz.
Loads will be generated by a servo-hydraulic system g'
)
operating under closed loop feedback control. System control will be by load feedback.
Full cycles of reversing load shall be applied to the 7
clamp / tray combination for all types of clamps. Each sample shall be tested for 50 cycles of load at yield level followed by 10 cycles of load at 70% of the ultimate load.
)
Both yield and ultimate load determined from the monotonic test results shall be approved by Purchaser.
If a specimen should fail before the completion of the specified number of cycles, three more specimens should be tested at a lower level of loading as specified by Purchaser. At the R1 completion of cycling, the specimen shall be tested l
monotonically to failure.
I 3.4.3 Test Sequence The cable tray cyclic clamp tests will be performed in the l
sequence presented below:
l l
TF467
000035 1903.22-1, Rev. 1 PROCEDURE No.
N f
Corporate Consulting 5/22/86 pace 33 nr 43 M
M & Development Company, Ltd.
sSUE DATE PREPARED BY DATE Research Trengie Park. NO 27709 APPROVED BY DATE PO Bos 12728 e
919-362-8800 APPROVED BY DATE TEST PROCEDURE DA REVEW BY DATE All major test specimen components will be marked with e
the specimen's unique number prior to assembly.
The test specimen will be assembled in accordance with e
Brown & Root, Inc. Procedure Number ECP-10, Rev. 8 (see 4
Appendix 2) and the test configuration assembly R1 drawing. Modifications will be made as specified to provide the appropriate boundary conditions when installed in the test frame. Deviations in assembly require approval of the Test Engineer and must be documented on the drawings and monitor log.
All required boundary restraints will be positioned and e
C' installed on the test frame. The specimen will be put into position and restrained as required.
All hydraulic cylinders, load cells, and fixturing e
should be attached to the specimen as specified by the test configuration drawing. Deviations from the drawing must be approved by the Test Engineer and documented on the drawing and monitor log.
All displacement measuring instruments will be installed e
O' at the locations specified in the test configuration drawing or by the Test Engineer.
The test configuration will be identified on a note card e
and the setup will be photographed prior to testing.
All instrumentation will be adjusted as required for e
initial zero and span settings. All recording media and/or data sheets will be annotated with the following as a minimum:
(a) CCL project number.
(b) Test specimen identification.
(c) Test date and time.
TF 067
000036 1903.22-1, Rev. 1 PROCEDURE No.
ff Corporate Consutting N
5/22/86 P4ac 34 or 43 MMM & Development Company, Ltd.
sSUE DATE PfEPARED BY DATE Resea'ch Thange Park NO 27709 APPROVED BY DATE PO Bos 12728 e
919-362 8830 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE (d) Person conducting the test.
(e) Recording speed (if appropriate).
(f) Channel or trace identification.
(g) Initial zero and span settings for each channel.
t (h) (For PC-DAS only.) A unique file name will be assigned to the data file for storage on floppy diskettes.
All critical dimensions as specified on the test c
e configuration drawing will be recorded prior to testing.
Test monitor reviews will be carried out as required by e
the Test Monitor Log prior to conducting the test.
The input signal to the control system will be preset to e
eg generate the required waveform and magnitude. The cycle N
counter will be preset to the specified number of cycles. The test will be started and run until failure or the preset cycle count, whichever comes first.
A description of the mode of failure and other e
observations made during the test will be entered into the Test Monitor Log. Photographs (labeled as post test) will be taken after failure as required to r
document the mode and extent of failure. The photograph (s) should be taken prior to disassembly of the test setup (and after disassembly if required for clarity).
Post test verifications will be performed on all e
instrument zeroes and spans as appropriate.
Final test monitor reviews will be conducted for e
completeness of test information and QA sign offs.
O TFi)67
000037 1903.22-1, Rev. I p,mMlM & Development Company, Ltd.
rs Corporate Consulting PROCEDURE No.
sSUE DATE 5/22/86 prog 35 or 43 PEPARED BY DATE Research Trm gie Pa'k NC 27709 APPROVED BY DATE PO Bos 12728 919 362-8800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE 3.5 Coefficient of Friction Clamp Types A, C, and G shall be tested to determine the coefficient of friction between the clamp and the tray when the tray is loaded in its longitudinal direction as well as normal to the clamp surface. Separate tests shall be performed for constant normal loads:
(a) in the upward direction, and (b) in the transverse direction.
3.5.1 Instrumentation Instrumentation for the coefficient of triction test will be similar to that described in Section 3.4.1.
The various data will be recorded as time records on either the PC-DAS R1 or strip chart recorder as required.
l 3.5.2 Load and Coefficient Determination The longitudinal load at which friction is overcome, L, gives the static coefficient of friction, ps, for either vertical or transverse loads.
In the equation form us " L /V v
or s " l /T u
t The constant normal force (either V or T) shall be no more than one-half the yield load determined from static tests of similar clamp configurations.
Initially, the longitudinal load shall be applied in a gradually increasing manner until slippage occurs (corresponding to the static coefficient of TF-067
000038 PROCEDURE No.
1903.22-1, Rev. 1 f,N Corporate Consulting Mh[h & Development Company, Ltd.ESUE DATE 5/22/86 PACE 36 or 43 PREPARED BY DATE Aesea ce Tr.a ;'e Pa** Nc 27709 APPROVED BY DATE P O E:n12728 919-362 88??
APPROVED BY DATE TEST PROCEDURE OA REVEW BY DATE friction). The load should continue to be maintained at a level which will sustain a constant rate of displacement increase until a total displacement of 1 inch is reached.
c At this point, the load will be reduced to zero and the control. system will be changed from static load control to sinusoidal displacement control. The input signal will be set to start in the reverse direction with a peak value of 11/2 at a frequency between 4 and 10 Hz. The test will be restarted and run for 60 cycles. A time record will be recorded for all loads and displacements. Three tests shall be performed for each normal load case.
C 1
O 3s3 Test sea #ence The cable tray coefficient clamp tests will be performed in j
the sequence presented below:
All major test specimen components will be marked with e
the specimen's unique number prior to assembly.
e The test specimen will be assembled in accordance with Brown & Root, Inc. Procedure Number ECP-10, Rev. 8 (see
(,
Appendix 2) and the test configuration assembly R1 drawing. Modifications will be made as specified to provide the appropriate boundary conditions when installed in the test. Trame. Deviations in assembly require approval et it Test Engineer and must be documented or t 4 dr;g ngs and monitor log.
(
All required boundary restraints will be positioned and e
installed on the test frame. The specimen will be put into position and restrained as required.
l O
TF-067
000039 1903.22-1. Rev. 1 PROCEDURE No.
put y Corporate Consulting 5/22/6f pace 37 or 43 NM & Development Company, Ltd.
ESUE DATE PREPARED BY DATE Resea ch Tr.ange Pa'a NC 27709 APPROVED BY_
DATE P O Bon 12'2E 919-362 8800 DATE APPROVED BY-TEST PROCEDURE O A REVEW BY DATE All hydraulic cylinders, load cells, and fixturing e
should be attached to the specimen as specified by the test configuration drawing. Deviations from the drawing must be approved by the Test Engineer and documented on the drawing and monitor log, All displacement measuring instruments will be installed e
at the locations specified in the test configuration drawing or by the Test Engineer.
The test configuration will be identified on a note card e
and the setup will be photographed prior to testing.
All instrumentation will be adjusted as required for e
O initial zero and span settings. All recording media and/or data sheets will be annotated with the following v
as a minimum:
(a) CCL project number.
(b) Test specimen identification.
(c) Test date and time.
(d) Person conducting the test.
(e) Recording speed (if appropriate).
(f) Channel or trace identification.
(g)
Initial zero and span settings for each channel.
(h)
(For PC-DAS only.) A unique file name will be assigned to the data file for storage on floppy diskettes.
All critical dimensions as specified on the test e
configuration drawing will be recorded prior to testing.
Test nonitor reviews will be carried out as required by e
the test monitor log prior to conducting the test.
The test specimen will be loaded as described in Section e
(
3.5.2.
TF-067
000040 1903.22-1, Rev. 1 PROCEDURE No.
f Corporate Consulting N
38 43 5/22/86 pg,g or MMM & Development Company, Ltd.
sSUE DATE PEPARED BY DATE.
~
Research Trege Park NO 27709 APPROVED BY DATE PO Boa 12728 919 362 8800 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE A description of the mode of failure and other e
observations made during the test will be entered into the Test Monitor Log. Photographs (labeled as post test) will be taken after failure as required to document the mode and extent of failure. The photograph (s) should be taken prior to disassembly of the test setup (and after disassembly if required for clarity).
Post test verifications will be performed on all e
instrument zeroes and spans as appropriate.
e Final test monitor reviews will be conducted for g
completeness of test information and QA sign offs.
3.6 Bolt Hole Oversize Tests The effect of bolt hole oversize (1/8-in. diameter larger than nominal bolt diameter) will be assessed by testing Type D clamps with the maximum oversize for all bolt holes. Monotonic static R1 tests will be performed to failure for the following loadings:
V only (up),
c; T only, and e
e L only.
The instrumentation and test sequence for the bolt hole oversize test are identical to those for the static cable tray clamp tests in Section 3.3.
.3.7 Edge Distance Test Tests will be performed to determine the relationship between bolt hole edge distance and the load carrying capacity of a C-shape TF-067
000041 1903.22-1, Rev. 1 PROCEDURE No.
Corporate Consulting
]
5/22/86 prog 39 or 43
,M & Development Company. Ltd.
ISSUE DATE PREPARED BY DATE Resea ce Tr.angte Park NC 27709 APPROVED BY DATE P O Bom 12"26 919-362 ee??
APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE flange. Sixteen tests should be conducted to include two different bolt sizes (1/2 and 5/8 in.), two C-shapes (C4 x 7.25 and C6 x 8.2), and five edge distances less than and including the maximum possible. The five values of edge distance are:
0, 1/16, 1/8, 3/16, and the maximum possible edge distance. A schematic of the test arrangement is shown in Figure 12. Loading should be monotonic and applied pseudo statically as shown in Figure 13.
The instrumentation and test sequence for the edge distance' test are identical to those for the static cable tray test in Section 3.3.
i l
f
' r:
O l
TF-067
000042 1903.22-1, Rev.1
- M[
corporate consulting PROCEDURE No.
E d3L
& Development Company, Ltd.
sSUE DATE 5/22/86 PAGE 40 or 43 PREPARED BY DATE Resea cm Tr.a,ge Pars NC 27709 APPROVED BY DATE PO Bon 12'22 eig.362 8800 APPROVED BY DATE TEST PROCEDURE oA REvew BY DATE t
Direction of Leading Fixed h
A Fixed
'O
/
A Figure 12 Schematic of Edge Distance Test Set-Up O
TF467
000043 1903.22-1, Rev. 1 PROCEDURE No.
M Corporate Consulting 5/22/86 PAGE 41 or 43
& Development Company, Ltd.
SSUE DATE Resea en Tr ange Park NO 27709 APPROVED BY.
OATE P O Bon 12728 919-362-8800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE R1 l'
e gu$P
<o
/
s b
3" v s
e j
O Figure 13 Edge Distance Test Fixture O
TF467
000044 1903.22-1, Rev. 1 PROCEDURE No.
f Corporate COnsu! Cog 5/22/86 pAoE 42 or 43 6 & Development Company, Ltd.
ESUE DATE PREPARED BY DATE Reseae Triangie Pan NC 2'7C9 APPROVED BY DATE PO Bon 12726 919-352-6800 APPROVED BY DATE TEST PROCEDURE QA REVEW BY DATE 4.0 DOCUMENTATION Upon conclusion of testing, a test report shall be prepared by the testing laboratory. The report shall contain, at a minimum, the following items.
A description of the test fixture and loading apparatus, e
A description of the instrumentation used to control and e
monitor test behavior.
e Load-deflection curves for each test.
A summary of ultimate, yield and maximum loads as well as e
yield and maximum displacements.
A sumary of hysteresis loops and peak loads and displacements e
C and cycle numbers for cyclic tests.
A description of the test method and procedure.
e A description of test results.
e Photographs of test specimens before and after testing; video e
tapes of selected specimens, clearly showing test identification.
Photographs of the testing apparatus, e
Description of any anomalies, installation errors, or e
O deviations from the stated test procedure.
Weekly reports shall be submitted to the Purchaser, clearly e
showing the test results. The following test sequence is recomended:
(a)
Completion of tests 1, 2, 3.
(b)
Completion of tests 11, 12, 15.
I (c)
Completion of tests 6, 7, 8.
(d)
Completion of test 13.
(e)
Completion of tests 4a-c, Sa-c.
Five copies of the report will be supplied to TUGCO.
TF-067
000045 1903.22-1, Rev. 1 PROCEDURE No.
f [C & Development Company, Ltd.
Corporate Consulting 5/22/86 pact 43 or 43 G
ISSUE DATE PREPARED BY DATE Resea en Tna9ge Pa'k Nc 27709 APPROVED BY DATE P O Bos 12728 919 362 8800 APPROVED BY DATE
. TEST PROCEDURE oA REvew BY DATE
5.0 REFERENCES
1.
" Specification for Monotonic and Cyclic Tests of Cable Tray Clamps," Impell Corporation Report No. 01-0210-1484, Rev. 2, R1 May, 1986. (See Appendix 1.)
2.
" Cable Tray and Hangers In,stallation," Brown & Root, Inc.
(CPSES) Procedure Number ECP-10, Rev. 8.
(See Appendix 2.)
i O
1 O
TF-067
000046 O
4
(
i t
APPENDIX 1
" SPECIFICATION FOR MONOT0NIC AND CYCLIC TESTS jf OF CABLE TRAY CLAMPS" IMPELL CORPORATION REPORT NO. 01-0210-1484, REV. 2 R1-l 4
i i
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000047 O
SPECIFICATION FOR MONOTONIC AND CYCLIC TESTS OF CABLE TRAY CLAMPS
(
Prepared for:
Texas Utilities Generating Company P.O. Box 1002 Glen Rose, Texas 76043 f
O Prepared by:
Impe11 Corporation 350 Lennon Lane Walnut Creek, California 94598 Impe11 Report No. 01-0210-1484 Revision 2 l
i May 1986 lO
000048 JMPEtt CORPORATION REPORT APPROVAL COVER SHEET "O
Client:
0-041-1355 C"*
"1 Job Number:
Project:
specification for Monotonic and cyclic Tests of cable Tray clamps i
R rt Title 01-0210-i m A
Report Number:
g,y, J The work described in this Report was performed in accordance with the Impell Quality Assurance Program. The signatures below verify the accuracy of this Report and its compliance with applicable quality assurance requirements.
Prepared By:
_4 4/
Date 3 4-E[
Reviewed By:
s r>t< v c-Date:
~2-Y ~ N-Approved By:
4[
Date:
3-Y-/6 V
Y REVISION RECORD
.lO O Rev.
Approval No.
Prepared Reviewed Approved Date Revision h
^
- 5 3-7-86 For Bid
=-
0 h". [ bb d g [.'
1 4-17-86 As Noted 1
dd
/
p g
5-13-86 As Noted 2
4 lO I
~._.._.., -.._...__ _._,_ _....., _._. _......_. _..-.._,...~.... _ _ _. _... _ _.... _ _.. _ _. _ _. _...... _ _. _., _.
t 000049 NO J
i REVISION RECORD i
?
lg REVISION PAGE AFFECTED l
4, t
l 1
1-1 l
1 2-1 1
3-1 1
4-1 1
4-2 1
1 4-3 J
i 1
4-4 O
i h 1
4-5 1
5-1 1
6-1 lc 1
Table 1 1
2 1-1 1
2 3-2 2
4-2 2
4-3
- g 2
4-4 2
7-1 r
2 Figure 8 l
l I
l
TABLE OF CONTENTS 000050 0
Page 1-1 1.0 Introduction 2-1 2.0 Scope of Work 3-1 3.0 Clamp Types 4.0 Test Procedure 41 4.1 Test Set-up I
4.2 Test Method and Sequence 4.3 Test Data Monitoring i
5-1 5.0 Test Report 6-1 6.0 Purchaser Supplied Items g
7-1 7.0 Quality Assurance Requirements 8-1 8.0 References TABLE FIGURES G1 O
1 Impe11 Report 01-0210-1484 Revision 2 1
1.0 INTRODUCTION
000051 O
This specification outlines the requirements for testing cable tray clamps for Comanche Peak Steam Electric Station. These tests shall provide the necessary information for assessing the design adequacy of these components.
The objectives of the tests are as follows:
To determine the static load capacities of cable 1.
tray clamps. These capacities
- will be determined considering the interaction of multi-directional loading.
2.
To determine the cyclic suitability for representat.ive cable tray ciamps.
3.
To determine the coefficient of friction of trays on clamps.
To determine the strength of cable tray clamp 4.
connections to cross tiers, having bolt holes with limited edge distances.
5.
To determine load-deflection relationships for the clamp and tray assemblies in the primary directions of loading.
The test requirements have been determined by Unit 1 The test and Connon Areas installation and design.
results may also be applicable to Unit 2, with e
appropriate justification.
The test program is under the direction of Texas Utilities Generating Co. (TUGCO), with Project-related assistance provided by Impe11 The Corporation and Ebasco Services Incorporated.
g',
Testing Laboratory shall perfonn the tests in accordance with all applicable Quality Assurance requirements.
O 1-1 Impe11 Report 01-0210-1484 Revision 2
2.0 SCOPE OF WORK 000052 O
The Testing Laboratory shall perform the following tasks:
1.
Prepare detailed test procedures for both monotonic and cyclic tests of cable tray clamps in accordance with the requirements of this specification.
2.
Fabricate all necessary test fixtures and provide instrumentation to measure the response of test specimens.
1 3.
Assemble test specimens from the material provided by Purchaser, in accordance with the procedures outlined in installation procedures referenced herein and in conformance with the drawings provided.
4.
Perform monotonic tests that determine the load-deflection behavior up to ultimate load.
5.
Perform cyclic tests that determine suitability i
for cyclic loading.
6.
Perform friction tests.
7.
Perform edge distance tests.
8.
Prepare a comprehensive schedule for performing and completing the specified tests.
9.
Prepare a test report that provides all specified test results.
- 10. Provide interim test results, as required.
L i
i 2 -1 Impe11 Report 01-0210-1484 i
Revision 2 l
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3.0 CLAMP T M S 000053 O
The test series shall include six clamp types:
A, B,
C, D, G, and J.
Clamp Types A and G shall be nominally four inch high clamps. A limited number of tests will be performed on Type D clamps.
(These tests address bolt hole oversize for Type D clamps.)
A limited number of additional tests will be performed on six inch high Types A and G clamps.
Specific requirements for the clamp types are given below and are shown in Figures 1 through 6.
Type A A four inch high clamp shall be used and installed so that a horizontal gap of 1/4 inch exists between the base of the clamp and the cable tray side rail, as shown in Figure 1.
Additional tests on Type A clamps shall be of six-inch high clamps with the same horizontal gap of 1/4 inch.
Type B This type of clamp shall be tested with a vertical installation gap of 3/8 inch between the tray bottom O
and the top of the support menber to which the clamp is welded, as shown in Figure 2.
Type C This Type C clamp shall be installed to within field specifications, and is shown in Figure 3.
Type D This type of clamp shall be tested with a vertical installation gap of 3/8 inch as shown in Figure 4.
Some samples will be tested with bolt hole oversize, 3
e
-1 Impe11 Report 01-0210-1484 l
Revision 2 l
3.0 CLAW TYPES 000054 O
Type G This clamp shall be tested with a horizontal gap of 3/8 inch between the clamp and side rail (one side only) as shown in Figure 5.
Additional tests on clamp Type G shall be on a six inch high clamp with the same 3/8 inch horizontal gap.
Type J Type J clamps shall be tested with a vertical installation gap of 3/8 inch, as shown in Figure 6.
- (
Additionally, clamp types N and/or P may be included Lg in this test series, as required by the Purchaser.
t.
i
+
g c
O lO 4
3-2 Impe11 Report 01-0210-1484 Revision 2
4.0 TEST PROCEDURE 000055 O
l The Testing Laboratory shall conform to the following specifications for test set-up, test method and sequence, and test data monitoring.
4.1 Test Set-Up Each clamp type shall be tested as a pair that is mounted on a support member as specified in the installation procedure (Ref. 2). Load shall be applied to the clamps through a straight 18 inch wide i,
cable tray segment. The clamps shall be positioned in the center of the overall tray length and half way
,-(
between cable tray rungs. Load shall be applied to the cable tray either at the ends of the tray or on the tray bottom rungs. The application of longitudinal load will be done to limit the rotation between tray and tier. A schematic of the test arrangement is given in Figure 7.
- i 4.2 Test Method In general, the Test Laboratory shall perform each and Sequence test up to and including the failure of the clamp, i
1.e., the loss of connection between clamp and tray or between clamp and support member. All tests shall j;
be performed on virgin, untested clamp and tray o
specimens, unless otherwise noted. Tray specimens may be reused if no yielding of the try has occurred O
in prior tests.
Load may be applied in orthogonal directions denoted
[
by the letters L (Longitudinal to the tray axis), T (Transverse to tray side rails), and V (Vertically),
as specified for each test. All capacity tests under monotonically increasing load shall be performed for j
a particular type of clamp prior to performing cyclic testing on virgin samples of the same type of clamps. Results of the monotonic tests shall be y
given to the purchaser prior to cyclic tests..
Loading will be applied as pseudo-static to preclude j
any inertial effects. At least one cyclic test shall be performed at a rapid rate (to be determined by the i
Testing Laboratory within the range of 4 Hertz to 10 i
Hertz) to assess the effect of rate of loading upon the response of the clamps. If the effect is not i
i significant when compared to pseudo-static loading,
)
l O
4-1 Impe11 Report 01-0210-1484 Revision 2
4.0 TEST PROCEDURE 000056 i
O all cyclic tests will be performed at a frequency of approximately 1 Hertz.
Monotonic and cyclic tests for the various clamp types are described below. A sumary of all tests is shown in Table 1.
The purchaser reserves the right to delete any sequence of tests if results to date indicate further testing is not required.
(Three samples of each loading case will be performed unless otherwise noted.)
- r
- 4. 2.1 Monotonic Tests Clamp Types A, C, and G.
Different samples of each
_ lamp type shall be subjected to one of 4 load cases:
c 4:
a.
Y only (up) e b.
T only c.
V + T where V/T = 0.5 d.
V + T where V/T = 2.0 Clamp Types B, D and J.
Different samples of each l
clamp type shall be subjected to one of 9 load cases:
.o a.
V only (up) b.
T only c.
L only d.
V + T where V/T = 0.5, 2.0 V + L where V/L = 0.5, 2.0 e.
f.
T + L where T/L = 0.5, 2.0 Alternatively, if separate loading rams are used to apply each component of load, one ram will apply a constant load while the other ram will apply a load that is increased until failure. The constant load 4
shall be 33% and 67% of the failure load for that component and direction; alternatively, the Purchaser may specify the constant load.
4.2.2 Cyclic Tests Full cycles of reversing load shall be applied to the Each clamp / tray combination for all types of clamps.
sample shall be tested for 50 cycles of load at yield level followed by 10 cycles of load at 70s of the ultimate load. Both yield load and ultimate load 4-2 Impe11 Report 01-0210-1484 Revision 2 i
i
4.0 TEST PROCEDURE 000057 I O determined from the monotonic test results shall be l
approved by the Purchaser. If a specimen should fail before the completion of the specified number of cycles, three more specimens should be tested at a l
lower level of loading as specified by the At the completion of cycling, the A.
Purchaser.
L=1 specimen shall.be tested monotonically to failure.
i 4.2.3 Tests of Six Inch High Clamps 1
For clamp types A and G mounted on six-inch high K
trays, monotonic tests Will be perfomed for V only loading and for T enly loading. If results differ i
sufficiently from those using four inch high clamps and trays, as determined by the Purchaser
- further tests may be wirranted.
4.2.4 Coefficient of Friction Clamp types A, C, and G shall be tested to determine the coefficient of friction between clamp and tray when the tray is loaded in its longitudinal direction as well as normal to the clamp surface. Separate ic tests shall be performed for constant normal loads (a) in the upward direction, and (b) in the transverse The longitudinal load at which friction direction.
j' is overcome, L, gives the static coefficient of frictionys for either vertical or transverse loads.
- sv
- L /V a
v
/st
" l /T t
The constant normal force (either V or T) shall be no more than one-half the yield load determined from The longitudinal load shall be i
monotonic tests.
applied until friction is overcome (corresponding to the static coefficient of friction). The load should continue to be applied with increasing displacement, to one inch, at a constant rate; subsequently, the load should be reversed and cycled several times.
i The cycling should take place at a rate between 4 and 10 Hertz and for 60 cycles of displacement at + 1/2 inch.
Three tests shall be performed for each normal load case.
O 4-3 Impe11 Report 01-0210-1484 Revision 2 i
4.0 TEST PROCEDURE 000058
- O 4.2.5 Bolt Hole Oversize The effect of bolt hole oversize (1/8 inch diameter larger than nominal bolt diameter) will be assessed by testing Type D clamps with the maximum oversize for all bolt holes. Monotonic static tests will be l ds performed to failure for the following loadings
f a.
Y only (up) b.
T only i
c.
L only 4.2.6 Edge Distance Tests will be performed to detemine the relationship between bolt hole edge distance and the load carrying capacity of a C-shape flange. Sixteen tests should be conducted to include two different bolt stres (1/2 i
and 5/8 inch), two C-shapes (C4 x 7.25 and C6 x 8.2),
and five edge distances less than and including the maximum possible. The five values of edge distance r
l are:
0, 1/16, 1/8, 3/16, and the maximum possible edge distance. A schematic of the test arrangement is shown in Figure 8.
Loading should be monotonic g
and applied pseudo statically as shown in Figure 8.
4.3 Data Monitoring Appropriate instrumentation shall be provided by the and Instrumentation Test Laboratory to accurately measure the load applied to the clamps and the displacement of the cable tray in the direction of the applied load. The displacement of the cable tray is measured with respect to the structural member.
Load and displacement shall be continuously monitored on an X-Y plotter. For cyclic tests, the hysteresis l q' loops of all cycles shall be recorded. Also, a strip chart or other recording device shall record peak load and displacement per cycle.
O 4-4 Impe11 Report 01-0210-1484 Revision 2 i
5.0 TEST REPORT 000059 Upon conclusion of testing, a test report shall be prepared by the Testing Laboratory. The report shall contain, at a minimum, the following items:
1.
A description of the test fixture and loading apparatus.
2.
A description of instrumentation used to control and monitor test behavior, l
3.
Load-deflection curves for each test.
4.
A summary of ultimate, yield and maximum loads as well as yield and maximum displacements.
5.
A summary of hysteresis loops and peak loads and displacements and cycle numbers for cyclic tests.
6.
A description of the test method and procedure.
7.
A description of test results.
8.
Photographs of test specimens before and after testing; video tapes of selected specimens, iC clearly showing test identification.
4 9.
Photographs of the testing apparatus.
- 10. Description of any anomalies, installation errors, or deviations from the stated test
!r procedure.
i Weekly reports shall be submitted to the Purchaser, clearly showing the test results. The following test sequence is reconnended:
L 1.
Completion of Tests 1, 2, 3 2.
Completion of Tests 11, 12, 15 3.
Completion of Tests 6, 7, 8 4.
Completion of Test 13 5.
Completion of Tests 4a-c, Sa-c i
4 i
5 -1 Impe11 Report 01-0210-1484 Revision 2 i
6.0 PURCHASER SUPPLIED ITEMS 000060 O
The purchaser shall supply all cable trays, cable tray clamps, channel sections and connection hardware necessary for performing the tests. Test items shall be verified by the purchaser to be representative of that type of item found in Unit 1 of Comanche Peak Steam Electric Station.
Tested clamps are to be clearly labeled and stored for 6 months after the conclusion of the tests.
i CO i
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) (.
i l
l l
l l
O 6-1 Impe11 Report 01-0210-1484 Revision 2
7.0- QUALITY ASSURANCE REQUIREMENTS O
The Testing Laboratory shall establish and implement a quality assurance program which conforms to the applicable rules and standards as imposed by NRC, 10 CFR 50 Appendix B and this specification.
The Testing Laboratory shall submit all installation and test procedures to TUGC0 for review and approval prior to implementation. This right of review and approval shall also extend to any changes made to the Testing Laboratory's quality assurance program and procedures during the course of work.
The Testing Laboratory shall not commence tests until
('
TUGC0 project approves the test procedure. TUGC0 reserves the right to witness all. testing.
The Testing Laboratory shall provide right of access to his plant facilities, and records for inspection or audit purposes by TUGCO, TUGCO's designated representative, or other authorized parties such as regulatory agencies.
The Testing Laboratory shall agree to stop work at the request of TUGC0 or TUGCO's representative until
^
O resolution of any major quality assurance or quality O
control deficiencies.
l The Testing Laboratory shall establish procedures to assure that all inspection tools, instruments, gauges and other measuring and testing devices are in
- c calibration and traceable to the standards of the National Bureau of Standards. When inspection and l
testing equipment is found to be out of calibration, all items inspected, tested, or measured with that equipment since the latest valid calibration shall be o
considered unacceptable. Resolution of these cases shall be determined on a case-by-case basis.
In addition, welding of clamps or trays shall not be l
performed by the Testing Laboratory, except as
/;
approved by TUGCo or by TUGCo's representative.
i t
l l
i l
l 07-i i
j Impe11 Report 01-0210-1484 Revision 2
8.0 REFERENCES
000062 O
1.
CPSES Installation Procedure 3.
TUGC0 Instruction QI-QP-11.10-9, Rev. 4 2 a
f (,
i i
?O i
l i
I 1
I b
1 1
O 8-1 Impe11 Report 01-0210-1484 Revision 2 i
. ~..
000063 O
Table 1 Summary of Tests No. of Test Clamp Loading Direction No.
Type Type of Load Purpose Tests l
la A
Monotonic V
Failure Envelope 3
lb A
Monotonic T
Failure Envelope 3
ic A
Monotonic V/T = 0.5 Failure Envelope 3
Id A
Monotonic V/T = 2.0 Failure Envelope 3
2a C
Monotonic V
- Failure Envelope 3
2b C
Monotonic T
Failure Envelope 3
2c C
Monotonic V/T = 0.5 Failure Envelope 3
2d C
Monotonic V/T = 2.0 Failure Envelope 3
3a G
Monotonic V
Failure Envelope 3
3b G
Monotonic T
Failure Envelope 3
3c G
Monotonic V/T = 0.5 Failure Envelope 3
i 3d G
Monotonic V/T = 2.0 Failure Envelope 3
da B
Monotonic V
Failure Envelope 3
1 4b B
Monotonic T
Failure Envelope 3
4c B
Monotonic L
Failure Envelope 3
4d1 B
Monotonic V/T = 0.5 Failure Envelope 3
e aoaotonic ver = 2.o reti re Enveione 3
CO4d2 4e1 B
Monotonic V/L = 0.5 Failure Envelope 3
4e2 B
Monotonic V/L = 2.0 Failure Envelope 3
4f1 B
Monotonic T/L = 0.5 Failure Envelope 3
4f2 8
Monotonic T/L = 2.0 Failure Envelope 3
t Sa J
Monotonic V
Failure Envelope 3
Sb J
Monotonic T
Failure Envelope 3
Sc J
Monotonic L
Failure Envelope 3
Sd1 J
Monotonic V/T = 0.5 Failure Envelope 3
Sd2 J
Monotonic V/T = 2.0 Failure Envelope 3
Sel J
Monotonic V/L = 0.3 Failure Envelope 3
Se2 J
Monotonic V/L = 2.0 Failure Envelope 3
C 5f1 J
Monotonic T/L = 0.5 Failure Envelope 3
5f2 J
Monotonic T/L = 2.0 Failure Envelope 3
6a D
Monotonic Y
Failure Envelope 3
6b D
Monotonic T
Failure Envelope 3
6c D
Monotonic L
Failure Envelope 3
6d1 D
Monotonic V/T = 0.5 Failure Envelope 3
6d2 D
Monotonic V/T = 2.0 Failure Envelope 3
6el D
Monotonic V/L = 0.5 Failure Envelope 3
6e2 D
Monotonic V/L = 2.0 Failure Envelope 3
6f1 D
Monotonic T/L = 0.5 Failure Envelope 3
6f2 D
Monotonic T/L = 2.0 Failure Envelope 3
3 7a A
Cyclic T
Cyclic Suitability 7b A
Cyclic V
Cyclic Suitability 3
' O i
1 Impe11 Report 01-0210-1484 l
Revision 2 l
i
000064 O
Table 1 Summary of Tests (Continued)
Test Clamp Loading Direction No. of No.
Type Type of Load Purpose Tests 8a C
Cyclic T
Cyclic Suitability 3
8b C
Cyclic V
Cyclic Suitability 3
9a G
Cyclic T
Cyclic Suitabtfity 3-9b G
Cyclic V
Cyclic Suitability 3
t 10a B
Cyclic V
Cyclic Suitability 3
10b 8
Cyclic T
Cyclic Suitability 3
10c B
Cyclic L
Cyclic Suitability 3
11a J
Cyclic V
Cyclic Suitability 3
1 lib J
Cyclic T
Cyclic Suitability 3
11c J
Cyclic L
Cyclic Suitability 3
4 12a D
Cyclic V
Cyclic Suitability 3
12b D
Cyclic T
Cyclic Suitability 3
12c D
Cyclic L
Cyclic Suitability 3
13a A
Monotonic V
6" Tray 3
13b A
Monotonic T
6" Tray 3
3 e
a G
Monotonic V
6" Tray 3
b G
Monotonic T
6" Try 15a A
Cyclic L + V constant Coefficient of Friction 3
15b A
Cyclic L + T constant Coefficient of Friction 3
15c C
Cyclic L + V constant Coefficient of Friction 3
15d C
Cyclic L + T constant Coefficient of Friction 3
16a G
Cyclic L + V constant Coefficient of Friction 3
16b G
Cyclic L + T constant Coefficient of Friction 3
17a N/A Monotonic L
Edge Distance, 5/8" bolt, 5
C4 x 7.25 17b N/A Monotonic L
Edge Distance, 5/8" bolt, 5
C6 x 8.2 n
17c N/A Monotonic L
Edge Distance,1/2" bolt, S
C4 x 7.25 17d N/A Monotonic L
Edge Distance,1/2" bolt, 5
C6 x 8.2 18a D
Monotonic V
Bolt Hole Oversize 3
18b D
Monotonic T
Bolt Hole Oversize 3
18c D
Monotonic L
Bolt Hole Oversize 3
TOTAL 221 0
2 Impe11 Report 01-0210-1484 Revision 2
000065
)
O i
dsott c i/WASNER W
l MOLE FOR {*# BCLT & WASMER
( TYP)
CYPRUS OR BURNDY HUSKY c goti CONFIGURATION CLAMP Max FILLER E.
THICKNE5S:{'
FRICTION
"{
"L TYPE g) h FRICTION TYPE CLAff NORMAL ASSEMBLY TRAY FILLER TRAY
[ F RE0 0 EQ' O r
(
l' THICK ( MAX)
(TYP1 i
(
k O"# **
w o
EOLT FOR BOLT FOR SUIT)( TYP1 TPAY CLAMP IR AY CL APf
( A-307 MIN)
( A-307 MIN)
L' Figure 1 TYPE ' A' CLAMP O
Impe11 Report 01-0210-1884
- _ _ _.. -.. _. _. _, _ ~
_..-y.--
000066 O
TRAY f
E g '8 RD hfy g gTy g & wAswtR R Y0 j
bE TRkv CHANNEL 3 3
W/STD WA$NER
,\\
N' r
- HANNEL j
C-y
(
r
\\
PLATE)
C
=
O THE PLATE MAY BE BENT TO FIT THE CURVATURE OF TRAY.
g MCLES FOR t
Y Y
jBOLTS dWASHERPLATE DETAIL v
Figure 2 TYPE ' B' HEAVY OUTY CLAMP O
Impe11 Report 01-0210-1484
0000G7 O
i dPLATE 50LTED CLIP SHIM R IF REQ'D "Y
g((g HOLE FOR l' ( BOLT g
( A-307 MIN) wgg rg to SHIM (FILLER PLATE)
SUITI TRAY CLAW IF REC'D p IAEF ONLY!
n0LE FOR l'd SOLT & WASHER SUPPORTS e
',G
'O (TY')
\\
O IuER H0LE AS IN CLAv7 PLATE
/
IF REQ'O 4
C 00LT MAX FILLER R THICKNESSs j' L
Figure 3 TYPE ' C' CLAMP 9
i O
Impell Report 01-0210-1484
000068 O
f-ANCLE g OR ] HE AVY TRAY j
QUTf ANGLE f
M SHIM PLATE I { WASHER E.
E0 HD i THICK MAX h
=
FOR TRAY I
CHANNEL l
24* 1 UP l
l ~'*
CHANNE'.
- e 30 Tt A-325 MINI NOTE:_
THE ANOLE MAY BE BENT TO FIT THE i
1 1
MOLES FOR curvature or T
T j ' tactis a washers THE TRAY
}WASHERPLATE E!L$4 T
.g
_ m HouE 0 O
- -y CLAff y
s sAME As WASHER PLATE SHIM PLATE gLgNGTH & WIOTH TO SUIT)
.c HEAVY DUTY CLAMP Figure 4 IYPE ' O' O
Impell Report 01-0210-1484 l
000069 0
-j R j' X2( *j) (Typ)
{
.._ _a mm-gh QYP y
Eh g"8 f50TTOM f
CF Taay p gal) MIN O
2'-
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Figure 5 TYPE
'G' CLAMP i
l O
Impe11 Report 01-0210-1484
000070 O
{Onl ANGLE l
- g g,oa,hyg >kr 3 fwar s
s ri e no g
e f,oj g R E WASHE yDI9)T CMIT FOR TRAYS Y 24 w,1YoosNEa
'ESS mgj;;
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,,ir CONSTRUCTION IS COMPLETE E
& {
Tsf aR CHANNEL CHANNEL kg jgggMAL NWELO LOC g7 1
. Notge I
'I FOR{ BOLTS dWASHERPLATE C O TYPE ' J' CLAMP HEAVY DUTY _
Figure 6 L
O Impe11 Report 01-0210-1484
000071
/
Load Actuator and Load Cell I
Stiff Loading Yoke Stiffened Tray Ends (Type A Shown)
} V' i
l; l
u_,L__n Stiffened C4 X 7.25 p Rigid Test Fixture w,._/
/<
f Schematic of Test Set-Up for Vertical, Longitudinal, and 7a.
Transverse Loading.
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.i
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Load Actuator and Load Cell If i-7
.ii c-i g.
_J j--
-Constant Normal Load, Typ.
f (Vertical Direction Shown)
C-Schematic for Friction Testing 7b.
FIGURE 7 Schematic of Test Set-Up O
Inpe11 Report 01-0210-1484
000072 O
\\
Direction of Loading Fixed
/
N.
dY
(,h f
^
N Fixed
-[
O N
/
'r/
Note: Use H.S. bolt attached to approx. 1 inch thick plate lg he FIGURE 8 Schematic of Edge Distance Test Set-Up O
Impe11 Report 01-0210-1484
000073 O
t APPENDIX 2 CABLE TRAY AND HANGERS INSTALLATION ECP-10, REV. 8 BROWN & ROOT, INC.
O
\\
O
000074
)
JOB 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 3 35-1195-Ecp-to
_Rev.
s Notice applicable to Construction Procedure No.
This change will be incorporated in the next revision of the procedure.
Change the procedure as follows:
Please replace the following page with the attached:
~
Reason for change Fage 6 of 9 Clariff use of WPS 10074 r-
- c. 9 I
l l
l Reviewed by-O 104.0-85 $
$~WW i
Origina$r f'
aate brown & Root Quility Assurance Date ksd
/
Date TUGC0 Qual ssurance Approved by:
4 11/12/85 hJ w..
M/
Construction Project Manager Date Effective Date W
1 000075 i
C JOB 35-1195 i
COMANCHE PEAK STEAM El.ECTRIC STATION i
el Construction Procedure DOCUMENT CHANGE NOTICE NUMBER2 35-1195 ECP 10' Rev.
8 Notice applicable to Construction Procedure No.
This change will be incorporated in the next revision of the procedure.
- t j
i Change the procedure as follows:
Please replace the following page with the attached:
.t Reason for change Page 2 of 9 To make ECP-10 and ECP-10A agree on Unit I and Unit 2 boundary.
o O e
Reviewed by':
}
\\
dw 5 ~l1-8f Nh Y AM i
if w 1"l9 -8(
Date T
Date Brown & Root (QualityrAssurance Originato1:
m 3-Z/'83 gAul5(
Date
' TUGC6 Quality As'su'rance Approved by:
?
M$
A O
Co ste c t ra e r 4 c t a" ' "
Effe ive Date
- -. - - -... ~. -
000076 C
JOB 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 1 35-1195-tcp 10 Rev. 8 Notice applicable to Construction Procedure No.
This change will be incorporated in the next revision of the procedure.
Change the procedure as follows:
Please replace the following pages with the attached:
Page 2 of 9 6 of 9 7 of 9 7-C 9 og 9 Delete Attachments 5 and 6 r
i Reviewed by:
4% E-d7-If 4L BA 46 2.-17-117 NA
^
Originatori
/
Date Brown & Root Quality Assurance Date h
M/A 7.lI N k /
TUGC0'QualityAssurake Approved by:
h M W A Jb &
03/08/85 uction Project Manager Date Effective Date W
000077 EFFECTIVE PACE PROCEDURE BROWN & ROOT, INC.
NUMBER REVISION DATE CPSES II JOB 35-1195 ECP-10 8
08/31/84 2 of 9 2.2 SCOPE The scope of this procedure covers fabrication, painting, erection, installation, welding, storing, and inspection of cable trays and It also covers cable tray supports in Unit 1 Category I buildings.
the preparation and controlling of hanger location and fabrication drawings.
Unit 2 activity shall be accomplished in accordance with ECP-10A.
For the intent of this procedure, Unit 2 shall be defined as the c
1 cable trays and cable tray supports located outside of the Unit physical security boundary and the cable trays and cable tray supports located in the following rooms.
Room #
Ecom i Room i 152 l
130 115B 152A
- 134 115D 194 116 134B 195 118 136 196 137 120 197 122 138 202 148C 123 204 b{
126 149 208 151B 128 Excludes cable tray and hangers on main structural steel frame.,
2.3 GENERAL REQUIRDfENTS 2.3.1 Naterial Sources 2.3.1.1. Cable trays and fittings are to be those purchased in accordance D
with Specification ES-19.
Creunding fittings are to be those purchased as called for on 2.3.1.2 the Bill of Materials Drawing El-1800 or E2-1800.
Material used for identification are to be purchased in accordance 2.3.1.3 with Specification ES-100.
Patent structural items are to be those purchased on safety-related purchase orders in compliance with Specification SS-163.
2.3.1.4 4/11/85 Sheet 2 of 2 ECP-10 Rev. 8 DCN #2 m,m, y_
- r..
n_
000078 EFFECTIVE FROGDURE REVISICM-DATE FAGE BROWN & ROCI, INC.
NUMBER CPSES JOB 35-1195
- 08/31/84 3 of 9 8
ECP-10 Structural steel members (A36 or A500 GRB, any other to be approved by Engineering) are to be those obtained from the iron fab shop or 2.3.1.5 l
designated "Q" storage areas.
3.0
_ PROCEDURE PREPARATION & RANGER 1DCATION AND FABRICATION IRA 3.1 T
Preparation of Hanger Location Drawings 3.1.1 Upon receipt of approved G&H engineering drawings, showing locati h ll and size of cable tray supports, the Civil Drafting Section s a prepare a support map as follows:
f Obtain a full size legible copy of the plan drawig showing j
1.
the location of the support hangers.
o Identify the print as a cable tray support map and list the 2.
FSE number in the title block.
~~
If more Identify each cable tray support with a unique number.
ber than one support is at a specific location, the unique num 3.
(See Attachment 8).
will be determined by each elevation.
Iag assigned support number in the Cable Tray Ranger Index to avoid duplication. (See Attachment 2).
4.
r Upon completion of drawing, submit to the Project Civil 5.
Engineer or his designee for approval.
)
)
Freparation of Fabrication Drawings l
3.1.2 d
Preparation of fabrication / detail drawings FSE-00159 is to procee b
as follows:
An undimenatoned drawing shall be prepared fe.r each conj 1.
figuration of support.
used br individual hanger detail drawings.
A detail dravig shall be prepared for each support by adding dimensions derived from the C&R drawing to each copy of the 2.
basic support type drawing.
Attachments to concrete or shown on the detail drawing.
The determination embedded plates are str>wn for reference only.of deta with G&R dravigs and/or field sketches prepared by site l
i Engineering.
O l
pr g -
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l I
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_-------..----,--,.-,e-.,-7-.---.-,-.--.--r.---_-.,...,,,.-,-_.--------,,-._.-w-
- 0~00079~
EFFECIIVE FROCEDURE NUMBER REVISICN-DATE PAGE BROWN & 100I. INC.
CPSES JOB 35-1195 ECP-10 8
08/31/84 4 of 9 FSE-00159 detail drawings issued prior to 5-26-81 may NOTE:
Incation on not show the location of the support.
these supports have been obtained by the field craft and quality control inspectors by the use of the These support map diaving and the G&M design drawing.
detail drawings issued prior to 5-26-81 are not required to be revised and reissued to add the location of the
(
support.
The complete drawing shall be identified with the unique 3.
number as the sheet neber. Iog the numbee in the support Cable Tray Banger Index to avoid duplication.
(See Attach-ment 2).
t The Project Civil Engineer or his designee will approve 4.
the detail drawings.
5.
Each drawing shall be sent to DCC for distribution as per DG 3.
Civil Engineering vill send original drawings to
- 1. DCC clerk g-DCC and log such transmittal on attachment will initial FSE 00159 distribution sheet as an acknowledgement of receipt of these drawings.
Map drawings too, shall be sent to DCC by Document Routing form l (see attachment 9).
DCC clerk will acknowledge the receipt.
If it is determined that the hanger cannot be erected per the 6.
the Civil / Structural detail drawing, field personnel shall contact Engineering Group for resolution.
The Civil / Structural Engineering Group will resolve the T
7.
erection problems using Component Modification Cards (OfC's) or Design Chage Authorizatica (DCA) and shall inform the Project Civil Engineer or his designee of any changes or modifications.
FSE-00159 will only be revised if a complete hanger 8.
The original refabrication is required via a OfC or DCA.
hanger nabar shall remain the same.
Distribution of the revised drawing shall be made in aceo'r-9.
dance with Step 5 above.
3.3.3 Drawina Revisions Upon receipt of an approved G&H Engir.eering Drawing 1.
revision showig location or configuration of revised
,,y.
~
,..,-_.-----,,--,,,_,-m_.p-,
..00OU80 BROWN & ROCI, INC.
FROGDURE EFFECTIVE CPSES NUMBER REVISION-DATE PACE JOB 35-1195 i
08/31/84 5 of 9 ECP-10 8
cable tray supports, identify it with the latest approved associated FSE Drawings per Section 3.1.1 and prepare fabrication drawings per Section 3.1.2.
All, revisions shall be shown on all drawings and ares revised shall be noted.
(
3.1.4 Voided Bauers If a hanger is voided per a dtC DCA, or C&H Drawing 1.
revision, the FSI-00159 shall be marked " Void" and information identifying the reason for all pertinent voidig will be written on the FSE-00159.
(i.e., void per 010-13656 etc.).
The revised FSE-00159 shall be distributed per Section 2.
~
3.1.2.5.
The hoger location map drawing shall be revised to remove 3.
the voided hanger and distributed per Section 3.1.1.5.
g The Cable Tray Banger Index log shall also be revised to 4.
show voided hangers and retained in the Civil Dra fting The reason for voiding support shall also be sect ion.
i shown in log.
is not required that FSE-00159 Drawings that were voided It 5.
and discarded prior to May 1980 be replaced and reissued as
" VOID".
If a void FSE-00159 Drawing is necessary for Egineering or inspection purposes, replacement request must be made by 3 part menc.
!L 3.1.5 Inst or Damaged Hanters If a hanger is lost or damaged prior to being accepted by 1.
QC, it shall be reworked or refabricated per applicable j
procedures.
The origina1
- cable tray hanger number will remain the same.
2.
O i
~&
--.~.-
000081 BROWN & ROOT, INC.
PROCEDURE EFFECTIVE PACE DATE CPSES NUMBER REVISION ]
l JOB 35-1195 I
t I
I 08/31/84 l
6 of 9 ECP-10 l
8 3.
If a hanger is damaged after_ being accepted by QC, the unsatisfactory / nonconforming condition will be reported by QC in accordance with QA/QC procedures. Ranger will be modified in accordance with site procedures.
3.2 FABRICATION OF HANCERS 3.2.1 Cable tray hangers may be either field or shop fabricated.
Material shall be selected and cut in accordance with the 7
The FSE-00159 sh'eet number of the fabrication /
design documents.
detail drawing (unique hanger number) shall be marked on each assembly.
Welding shall be performed, as indicated by the details 3.2.2 provided on the design drawings and /or field sketches prepared by site Engineering, by welders qualified to AWS D1.1 and B&R welding specification WES-029. The following WPS's shall be used:
10046 10074 - With specific written approval by Welding Engineering only xf 10046, 11032 - Flare bevel O
All welds may be either shop or field welds. QC inspection of welding shall be performed prior to painting.
3.2.3 Upon completion of work on the fabricated assembly and before painting, the unique number assigned per FSE-00159, shall be l
stamped on the suppport where it shall remain visible after l
the cable tray is installed. This shall be done using approved marking dies. For supports that have been covered with fire pro-tactive coatings, the I.D. number shall be transferred to metal tags which shall be affixed to the support by banding around structural
' members.
g 3.2.4 Af ter fabrication, components shall be painted in accordance with CCP-30 or CCP-30A, as applicable.
3.2.5 Protective Coating Traceability All shop coated steel that requires protective coating and is cited for installation in the Reactor Building shall be stamped with a unique coating code number.
11/12/85 sheet 2 of 2 ECP-10 Rev. 8 DCN #3 W
l
w EFFECTIVE PROCEDURE NU.M3ER REVISION DATE PACE i
BROW & ROCI, INC.
i CPSES l
l J03 35-1195 ECP-10 8
08/31/84 7 of 9 Unique code numbers shall be assigned and applied in accordance with CCP-30 and CCP-30A.
'Jpon division of materials, the unique coating code number shall be transferred along with other unique material identification numbers.
The transfer of unique coating code numbers shall be witnessed by QC.
Additionally, upon division of material, any Q-coated steel that re-If coating mains in stock shall maintain its coating code number.
code number transfer is necessary to accomplish this, it shall be r
witnessed by QC as stated in applicable QC instructions.
3.3 INSTALIATION OF SUPPORTS Cable tray supports shall be installed in accordance with the design drawings and/or field sketches prepared by site Engineering.
3.3.1 All bolted connections shall be in accordance with CEI-20, approved All welded GG drawings and the AISC Code (Seventh Edition).
connections shall be performed per Section 3.2.2 and in accordance with CCP-45.
If sap (s) exist between the base plate and concrete which exceed 0
3.3.2
.0625" in depth and the gap (s) involve more than 20% cf the base plate surface area, an approved epoxy grout may be used to increaseThickne the bearing surface of the plate.
Crouting not exceed.5" in depth unless authorized by engineering.
operations shall be performed in accordance with B6R Engineering Instruction 35-1195-CEI-25.
Cement or epory grout is not needed for cable trey supports attached to a horisontal or vertical surface, above a floor,
. Note:
l prc11ded shims are used as shown on Attachment 7.
~
L 3.4 OPERATION TRAVET. ERR All field fabrication and installation of cable tray hangers shall 3.4.1 (See be performed using an operation traveler per CP-CPM 6.3. for Unit 1).
i 03/08/85 sheet 4 of 5 ECP 10 Rev. 8 DCN fl
)
EFFECTIVE PROCEDURE BROWN & ROCI, INC.
NUMBER REVISICEF DATE PAGE O
CPSES JOB 35-1195 08/31/84 3 oy 9 8
ECP-10 All fabrication and installation of Unit 2 cable tray clamps after 8/31/84 shall be performed using an operation traveler l
3.4.2 por CP-CPM 6.3.
(See Attachment 6) shall be utilized for any rework of Unit 2 cable tray clamps installed on or before 8/31/84.
3.4.2a All shop fabricated hangers will be doctamented in accordance with
(
3 4.3 applicable QC procedures.
All rework for Unit I shall be performed using a rework traveler inl accordance with CP-CPM 6.3. (See Attachment 4) 3 4.4 Conduit supports attached to cable tray hangers will require Engineerig approval and will be installed and documented in 3.4.5
(
accordance with ECP-19.
BANDLING OF CABIZ TRAY SUPPGtTS 3.5 All cable tray supports shall be handled and stored in accordance
[
3.5.1 with MCP-10.
INSTAL 1ATION OF CABII TRAY 3.6 Cable tray and fittimes are ta be installed in accordance with approved C&H drawings and within tolerancas specified in ES-100.
3.6.1 All color coding, marking and identification of cable tray shall 3.6.2 be performed per ES-100.
. The cutting of full cable tray lengths is to be done utilising hand tools and power equipment such as skill saw with carbideA 3.6.3 p'
blade, reciprocating saw, etc.Any damage to the galvanized finish be filed or ground smooth.
of the cable tray, including field cuts is to be repaired by application of salvanox paint within twenty-four hours.
Welding of cable tray fittings and miscellaneous hardware (splice plates, heavy duty plates SP9 slips, etc.) shall be dona as indi-3.6.4 cated on G4B drawings by welders qualified to AUS D1.1 and UES-29.
Wald procedure specification (WPS) approval will be obtained from Welding Engineering on a case by case basis.
Welded cable tray fittings will be documented in accordance wi 3.6.5 the applicable QC procedures.
bility.
to each littig which will signify acceptance and provide w.
000084 EFFECIIVE PROCEDURE BROWN & ROCI, INC.
NUMBER REVISION DATE PACE i
CPSES O
JOB 35-1195 ECP-10 8
08/31/84 9 of 9 Welded miscellaneous hardware (splice plates, heavy duty plates, SP9 clips, etc) will be documented on operation traveler in accordance with CP-CPM 6.3.
(See Attachments 3 and 4).
The system used prior to this revision did not require travelers or WFML's. Acceptance was provided by the "QC Note:
Acceptance" sticker. Items for which status indicators such as the stickers, faspection reports, travelers, and/or WFML's are available, are acceptable and do not However, if none of the aforemen-require reinspection.
I tioned status indicators are available the welds shall be cleaned by the craf t and inspected by QC in accordance with the applicable QC procedure.
Grounding of cable tray is to be done in accordance with the details 3.6.6 on the G3B Engineering drawing.
Cable tray covers shall be installed in accordance with approved 3.6.7 GlH drawings.
Installation and inspection of cable tray is documented in accordance 3.5.8 D
with applicable QC procedures.
When Richmond inserts are used, thread engagement into the insert 3.6.9 shall be at least 2 1 bolt diameter plus 1/8".
3.7 HANDLING OF CulLE TRAY All cable tray shall be handled and stored per MCP-10.
3.7.1 4.0 ATTACHMENTS 1 - FSE-00159 Distribution t,
2 - FSE-00160 Cable Tray Banger Index 3 - Operation Traveler (Unit 1) 4 - Rawork Traveler (Unit 1) 7 - Shia Detail 8 - E11tiple Unique Number Identification 9 - Document Routing Form 03/08/85 Sheet 5 of 5 ECP 10 Rev. 8 DCN #1 W
EFFECTIVE FROCEDURE NUMBER REVISICN' DATE FACE BROWN & ROOT, INC.
CPSES JOB 35-1195 ECP-10 8
08/31/84 1 of 1 ATTACHMENT 1
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BRoliN & E00I, INC.
ItUMBER REVISICE-DATE FACE CPSES JOB 35-1195 8
08/31/84 1 of 1 ECP-10 ATTACEMENI 2 C.esur"T9.nY bors.a. Mos0 sw. m e1. *m.lee.
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000087 EFFECTIVE PROCEDURE BROMI& ROOIe INC.
REVISICN-DATE PAGE NUMBER CPSES Jos 35-1195 ECP-10 8
08/31/84 1 of 2 i
ATTACIDfENT 3 C3N$72 VET 13?: C.*EM-.:t;
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A. telt testa 11ette per sut thg./CE!.to.........................
E. ut lti Ent ts Properly Tergued..................................
Ef ctuand lasert Belts Saug fight......... 7..................
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A. Locati m......................................................
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FRC3 DURE CPSES NUMBER REVISIF DATE FAGE I
JOB 35-1195 08/31/84 2 of 2 ECP-10 8
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FROCEDURE EFFECTIVE CPSES NUMBER REVISICBI-DATE PACE JOB 35-1195 ECF-10 8
08/31/84 1 of 3 i
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O ETTECTIVE BROWN & ROCI, INC.
PROGDURE CFSES NUMBER REVISIGi-DATE PAGE O
JOB 35-1195 l
ECP-10 3
08/31/84 2 of 3 l
ATTAC1 DENT 4 (Cont'd)
PAE_W l
TRAftLD lui.:
l utLD tits *t:T1on 00CreTATTom CARC -
(
I Pit:110 P!!E 115 tt:Tien t
s 1
O O
ripw 1
The meldtag of miserilled holes is a fesult of R
sis %hricatten er design thenge sad is met a tese setal efect sad any he occamelished without en EPS. QC shall be mettfled prior to the start of L
l meldtag for the purpose of identifying the locatten of the meld.e Hole locettens shall he documented In the space provided below by Craft er OC.
(use of this card for stue weldine welid fhr CP.OP 11.10 malvi-1.
90 te vertfy ftpoir locaties.
2.
SC te verify repair for fleet vises 1 secop.
s=ce.
1 3.
tes)d teettfled with unleers' systel:
OC:
N O
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0000(31 U n CI M PROCEDURE REVISI(2t-DATE FACE BROWN 6 ROcr, INC.
NUMBER CFSES JOB 35-1195 08/31/84 3 of 3 8
ECP-10 ATTACHMENT 4 (Cont'd)
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ter. Sartal m. lLTa N CW* _
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19;
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-__.___.._600092 EFFECTIVE FROGDURE REVISION-DATE.
FACE BROWN & E00r, INC.
NUMBER O
CPSES Jos 35-1195 ECP-10 8
08/31/84 1 of 1 ATTI N NT 7 SHIM IETAIL W
3-l l' O i
a o
1 l
n vor
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' N0725 : 1) 0 ~ Daw xL e 2.) Sh'ims n as nacx mioen in essce
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000093 EFFECTIVE.
FROCEDURE NUMBER REVISICtr DATE FAGE BROWN & ROOT. INC.
O CPSES JOB 35-1195 ECP-10 8
08/31/84 1 of 1 ATTACHMENT 8 MULTIPIZ UN1QUE NUM,BER IIENTIFICATION Unique ntabers designating hangers in asse location but dif fere nt elevations shall be shown on the map drawing. Below is an example of this designation process.
13401 (821'-6")
13402 (83 2 '-0 ")
E 13404 (810 -4")
- 0 13403 (812'-10")
t.
4085 (816'-3")
(
FOR REFERENCE CELY Any combination of the nebering sequence is acceptable; however, there shall be no duplication of nassbers. De tailed location, elevation and configuration is given on the FSE-00159 detail drawing.
e O
~4
=..
000094-
~
ErFECrIv!
FROCEDaE n Cw. 30er, TWC.
REVISION ~
DATE FAGE NUMBER O.
CPSES JOB 35-1195 08/31/84 g ag 1 ECP-10 8
ATTACEMENT 9 DOCUMENT ROUTING TO TE DOCUMENT CONTROL CENTER DOCUMENT'I.D.
DATE:
FRm:
(ORG ANIZATION)
EANDLING INSTRUCTIONS DISTRIBUTE ROLD
~
3 FILE WLT - NO DISTRIBUTION ROUTE FGL APPROVAL (FROCEDURES ONLT) s O
UrHER NO. OF COPIES:_
DISTRIBUTION:
e i
9
_4D W
L, Revision:
this drawitut per C & H Dwr Flesse tract in the Field Dvg. Control tog: __
ROUTED BY:
RECEIFT ACKNOWLEDGE f
f O DAi t.
~
RECEIVED APR 0 2 ISr*
000095-
,/
W-a m CTIvE,g. 1 rROCEDon
=0Wu ROOT, Enc.
REVISION DATE FAGE NUMBER CFSES 1 of 9 ECP-10 8
08/31/84 ORIGINATOR DATE TETLE:
t 4
GER INS LIATION RgVIEWED BY:
/
/
4
2' DCE TUGC0 Q&
~
N AFFROVED BY:
DATE
~
NSTRUCTION FROJECT MANAGER CO
(
L p #1 k
1.0 TABIE & C0trIENTS gb 7'/ g ',5 y
2.O INTRODUCrION OFFICE)V 2.1
?URPOSE i
ENGINEERING h 2.2 seWE 2.,
a n A1. a nu 1R E, w s 2.3.1 MaMrial Sources g.,-
,PAOCEDUREFREPARATION & HANGER LOCATION AND FABRICATION DRA*4INGS 3.0 3.1 Freparation of Hanaer location Drawinas 3.1.1 3.1,2 Preparation of Fabrication Drawings
_Drawina Revisions 3.1.3 3.1.4 Voided annaers 3.1.5 lost or Damaged Hanners 3.2 FABRICATION W BANGERS l
3.3 INSTALIATIGt W SUFFORTS 3.4 WERATION TRAVEIZR EANDLING W CABLE TRAY SUFFGtTS 3.5 INSTALLATION W CABIZ TRAY L
3.6 3.7 EANDLING W CABLE TRAY 4.0 MTAOIMENTS I
I
2.0 INTRODUCTION
~~'
2.1 FURPOSE The purpose of this procedure is to prescribe the accept r
cable tray supports in Category I buildings.
(
1 O
M
000096 O
APPENDIX 3 FORM FOR DOCUMENTATION OF DE*ilATIONS IN TEST PROCEDURE i
'O
(..
O
000097 Record of Deviation from Test Procedure Page of Test Procedure ha.
CCL Project ho.
Client Date of Deviation Section of Procedure Affected Reason for Deviation:
(
l_l (Continued on additional pages)
D Description of Deviation:
[
L l-l (Continued on additional pages)
Prepared by:
Date Principal Test Engineer:
Date Project Manager:
Date CCL QA Manager:
Date Client Approval:
Date