ML20211K254
| ML20211K254 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 08/22/1986 |
| From: | ABB IMPELL CORP. (FORMERLY IMPELL CORP.) |
| To: | |
| Shared Package | |
| ML20211K089 | List:
|
| References | |
| 0210-052-006, 210-52-6, NUDOCS 8611170109 | |
| Download: ML20211K254 (133) | |
Text
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PROJECT INSTRUCTION.
1 qx. m - m,m w: n-mn - - em - ww ms _- _ n = = = -.
A TITLE:
q RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS Ww
- m. _ _ _,
PAGE 1 OF.
19 INSTRUCTION NUMBER:
0210-052-006 CLIENT:
Texas Utilities Generatina Company PROJECT: Comanche Peak Steam Elpetric Statinn - Fvaluatinn nf Train r rnna"it 0210-052-1355 JOB NUMBER (S):
Q DIVISION (S)
Advanced Engineerina I
REV.
PREPARED APPROVED pg[
gggg 0
10JUL86 g
g/
1 22AUG86 i
I 0
8611170109 861104 PDR ADOCK 05000445 A
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f DESCRIPTIONOFREVISIObS REVISION REMARKS 0
Original Issue I
Complete revision to text and appendices O
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d5 L%P_ELLw TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE.2 OF 19 TABLE OF CONTENTS
~
(
Pa ge
1.0 INTRODUCTION
3 2.0 OBJ ECTIVE 3
3.0 SCOPE 3
4.0 ANALYSIS PROCEDURE 3
4.1 Design Input 4.2 Conduit Geometry 4.3 Boundary Criteria 4.4 Modeling Specifics 4.5 Static Analysis 4.6 Dynamic Analysis and Mode Combinations 4.7 Load and Displacement Summaries 4.8 Analysis Results 5.0 DOC UMENTATION 11 6.0 QUALITY ASSURANCE 12
7.0 REFERENCES
12 TABLES FIGURES APPENDIX A: CONDUIT AND COMP 0NENT PROPERTIES Al APPENDIX B: SUPPORT TYPES B1 APPENDIX C: SAffLE CALCULATION FILE C1 APPENDIX D: GIBBS AND HILL BUILDING RESPONSE SPECTRA CURVES D1 0
[ LQ Q db N
Jr TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS NUMBER:
0210-052-006 HEVISION:
1 PAGE-3 OF 19
1.0 INTRODUCTION
This instruction provides guidelines for analyses of the 2 inch and under Train C conduit systems at Comanche Peak Electric Generating Station (CPSES) Units 1 and 2.
The Train C electrical conduit evaluation program has resulted from the CPSES Technical Review Team, Issue 1.c, review of non-category 1 structures interaction with category 1 structures. The intent of the Train C Program is to show that the plant, as currently configured, is in compliance with Regulatory Guide 1.29 [3] and CPSES FSAR Section 3.2.1.2 [6].
2.0 OBJECTIVE The objective of these analyses is to perform elastic analysis of the 2 inch and under Train C Conduit systems in order to calculate support loads and conduit displacements. Results from these analyses will be used, under separate instructions, in support of the current Level 2, Type 6 criteria and to analyze conduit systems as part of Screen Level 5 s of the Train C Conduit Evaluation Program [2].
O 3.0' SCOPE This instruction applies to 2 inch and under Train C conduits at CPSES thit 1, Unit 2, and common areas.
4.0 ANALYSIS PROCEDURE The conduit analysis will consider the effects of deadweight and seismic (SSE) loadings.
The resulting stresses and displacements shall be evaluated using the procedures stated in this document and conduit support loads shall be evaluated in accordance with separate project instructions [143).
In general, computer analysis will be perfonned using SUPERPIPE, Version 19A [12] or later. On a case-by-case basis hand calculation may be perfonned, using conservative methods, to evaluate conduit stress and support loads.
Deviations from the following procedure may be permitted provided approval is obtained from the Project Engineer and the deviations are documented and justified in the problem file.
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TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE.4 OF 19 4.1 Design Input 4.1.1 Problem definition. A total of 25 samples, given in Table 1, shall be analyzed for verification of the current Level 2, Type 6 walkdown criteria; each problem contains one reference (or " analyzed") conduit and its supports. Other conduit systems to be analyzed shall be defined by the Level 5 Train C conduit screening procedures.
4.1.2 Geometry. The analyzed conduit, its supports, and all ganged (tributary) conduits and supports will be walked down by Impell personnel. All geometry, hardware type, support types, and other field information will be provided and/or confirmed by the Impell walkdowns.
Walkdown infonnation files are provided for each problem.
These are logged in the project QA file and are maintainec by the project clerk.
(Note: For the " criteria verification" problems, more than one walkdown has been performed on some problems.
For this workscope, be sure to use only those O
4deat4rieo es "^>-8utit ver4r4cet4ea weikeowa" reauested by RFI's No. AB01 through AB25; all are dated 5/5/86 or later.)
Additional as-built information may be requested through Project Instruction 0210-052-002 for " criteria verification" problems and Project Instruction 0210-052-004 for " Screen Level 5 problems."
4.1.3 Conduit support stiffness. Conduit support stiffnesses will be provided by the support group along with effective support weights to be considered. Appendix B contains descriptions of typical support types for Train C Conduit.
4.2 Conduit Geometry The conduit geometry shall be developed using the latest walkdown information as described above.
For all analyses under the scope of this procedure, the coordinate system will use global X along plant north (along center line of Unit 1 reactor building to Unit 2) and global Y as up. Right-hand rule applies for global Z.
For modeling purposes, acceptable dimensional tolerances are + twice the nominal diameter (2D) and angular variances up to 22.5*, -
providing that the + 2D tolerance is met.
-l
E LUPuELL'r TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE-5 OF 19 4.3 Boundary Criteria 4.3.1 Problem boundaries of the criteria verification problems shall be as defined by the original Gibbs & Hill isometric (Table 1) or by the Screen Level 5 walkdown, as appropriate.
4.3.2 Additional conduits, or " tributary conduits," which share the same tier of a support with the " analyzed" conduit, shall be modeled up through the third support both upstream and downstream of the analyzed support. The minimum number of supports must be seven on the tributary line, including the ganged support. Alternatively, conservative break points may be made on a case-by-case basis.
4.3.3 Models whose size exceeds the available computer core may be reduced by breaking up the model and/or utilizing the procedure discussed in Section 4.4.6.1 to combine cross-sections, where applicable.
To break the problem up into smaller parts, an overlap technique may be applied to reduce the model to a workable size. See Figure 3.
The following is a list of acceptable boundaries in order of preference to break up the problem:
Grouted penetration (anchor).
Two supports which are types 1 (12" cantilever or less),
5, and/or 6.
Five supports if other than mentioned above.
The technique for developing the reduced model is to first create the large model. This model should be error free and through the data check phases before proceeding.
Then, with duplicate copies on the computer file, delete the scope beyond each boundary region. The support summary shall only provide loads for those supports outside the " overlap region." See figure 3.
The test of the adequacy of the overlap region is that support loads, displacements and conduit stress will be within 20 percent at the center of the region, as calculated from both sides of the overlap area.
Results of the reduced model will be summarized in the usual
+
manner (see section 4.7).
Combinations of loads or displacements between reduced models will not be performed.
Instead analysis will be done on each reduced model separately with the boundaries described above such that valid results will be calculated for all areas independently Os from the large model.
l
L%PELL"r J
TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONOVITS NUMBER:
0210-052-006 REVISION:
1 PAGE-6 OF 19 4.4 Modeling Specifics 4.4.1 Conduit Bends.
Bends in conduit shall be modeled as curved pipe (CRVP) with the minimum bend radii given in Table A.2, Appendix A.
These are conduit components which allow the conduit to make a " sharp" 90 change in direction. Since they are relatively rigid components, they shall be modeled as a continuation of the straight pipes on either side, forming a 90" " kink" in the conduit run. Appropriate weights shall be applied as given in Table A.4, Appendix A.
4.4.3 BC's.
These are in-line conduit components which shall be modeled as a single point at its center with a lumped weight. BC weights are given in Table A.4, Appendix A.
4.4.4 Flexible Conduit. Model as a lumped weight only by assuming 50 percent of the total flexible conduit weight at the connection to the rigid conduit.
Conservatively, use the O
weis8t of risid condvit in Tesie 4.3. Anneadix ^.
4.4.5 Junction Boxes.
In-line junction boxes (supported by Conduit) will be modeled as a flex (FLXC) element with stiffness properties from PI-0210-052-003 [14). Suspended junction boxes (typically supported by a trapeze) will be modeled with two FLXC elements of appropriate stiffnesses, and the support attached to the center node. Two equal length elements will extend on either side of the center junction box support. See Figure 2.
A lumped weight, as given in Table A.6, Appendix A, will be applied to the above Cases.
Where junction boxes are supported tennination points, they shall be modeled as 3 way supports with the stiffnesses provided by the support group.
4.4.6 Tributary Conduits.
Tributary conduits are those additional conduits which share the same tier (typically a P1001 Unistrut member) with the analyzed conduit.
As specified in 4.3.2, they are modeled up to the third support away from the analyzed support in both upstream and downstream directions.
At each " shared" support point, a rigid element is modeled between the analyzed conduit and the tributary conduit (s).
Then only one support, which shall be attached to the analyzed conduit, is modeled for all conduits at shared
I M P aE L L "r TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE.7 OF 19 support points. To model the rigid element, use the SUPERPIPE " Miscellaneous Member" option with properties corresponding to 30" diameter and 10" thickness pipe. To avoid any unrealistic moments developing in the analyzed conduit at these support points, the member is modeled 0.01 feet long and moment end releases are specified on the tributary side of the element. See Figure 1.
This technique allows for the independent rotation of the tributary conduit through each support and hence for independent dynamic response. Where this rotation affects the model's dynamic stability, the tributary element will be rotationally fixed on a case-by-case basis.
4.4.6.1 Where similar size tributary conduits run parallel to the analyzed conduit and share the same tier, they may be modeled as one conduit with a combined cross-section and mass (especially useful in the case described in Section 4.3.3). The following criteria must be met when using this approach:
Cross sections of conduits are identical.
Span lengths are identical.
No component differences exist.
The procedure for combining cross-sections and mass is described below:
The SUPERPIPE "SECP" option should be used to explicitly input the combined cross-sectional area, combined flexural, and combined torsional inertias.
This will yield correct stiffness values while using the original cross-section for stress computations.
Table A.1 in Appendix A provides these values.
4.4.7 Multi-Level Trapeze Supports. For multilevel trapeze supports, all conduits on the same tier level (beam) will be modeled in accordance with Section 4.4.6 above. Tributary conduits on other tier levels will not be explicitly modeled but, the sum of their tributary (1/2 span) weights shall be lumped to the support of the reference conduit.
For the more complex trapeze supports (type 8), which may have many tributary conduits, lumping of their masses without considering their stiffness contribution may underpredict the system's frequency.
The modeling procedure may thus be O
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1 TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS NUMBER:
0210-052-006 REVISION:
1 PAGE 8. OF 1g conservative for calculating conduit displacements but may not be conservative for calculation of support loads.
Therefore, on a case-by-case basis, the earthquake spectra may need to be modified as detailed in Section 4.6.2.1.
This will be done per the instructions of the Project Engineer and i
shall be documented in the calculation file.
1 4.4.8 Component and Material Properties.
The conduit shall be modeled with the cross sectional properties of schedule 40 pipe [16] and the weights specified in Table A.3, Appendix A.
No stress intensification factors (SIFs) shall i
be applied (i.e., SIF=1.0).
The material selected shall be SA106, Grade B whose properties closely resemble the actual material specified in Reference [9].
4.4.9 Su) ports.
Support stiffness and effective support weights
)
wi' I be provided by the support group [14]. For most conduit A
support types (except types 5 and 6) the effective support U
mass will be modeled as a lumped weight at the conduf t/ support node (The purpose of the effective weight is to account for the mass of the support which influences i
system frequency).
l 4.5 Static Analysis 4.5.1 Gravity Analysis Gravity loading will be perfomed using the conduit and cable weights specified in Appendix A, Table A.3 [7]. Any other attached weights, such as fire protection material or conduit components, must also be included in the analysis, i
l 4.6 Dynamic Analysis 4.6.1 Dynamic Properties and Mode Combinations The mode shapes and frequencies shall be calculated up to a cut off of 33 Hz. Additional mass points shall be generated to sufficiently capture the dynamic response of the conduit system.
An automatic feature in SUPERPIPE can be used for i
this purpose.
!O i
l 1
lJ Qb d
mW TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE.9 OF 19 The response spectrum loading shall utilize simple' excitation.
The 10 percent closely spaced mode grouping method ("GRUP" in SUPERPIPE) shall be utilized as defined under Regulatory Guide 1.92.
A missing mass correction for modes above 33 Hz shall also be made.
4.6.2 Response Spectra The seismic response shall be evaluated for the Safe Shutdown Earthquake (SSE) using enveloped response spectrum analysis method. Response spectra should be selected to envelope the conduit and conduit support termination points in the mathematical model.
(Note that in the Reactor Building, Train C Conduit may be attached to both the Containment and the Reactor Internal Structure and, if so, will require that both spectra be enveloped.) The Impell SPECT1 A program may be used for enveloping spectra.
Specify the LOG option in SUPERPIPE to interpolate values in the digitized spectra.
Project specific 7 percent damping SSE spectra are provided in Appendix D.
O 4.6.2.1 As mentioned in Section 4.4.7, the earthquake spectra may require modification for those problems which contain the type 8 multilevel trapeze supports.
The modeling technique of omitting some of the tributary conduits from the model may move the system frequency from the rigid side of the peak to the flexible side, causing the response to correspond to a lower acceleration value.
For this reason, and unless it can be justified otherwise, the final enveloped response spectra for the 3 directions shall be modified to extend the magnitude of the peak acceleration from the peak frequency down to the zero frequency. See Figure 4.
4.7 Load and Displacement Suninaries From Section 4.5 and 4.6, a gravity analysis and safe shutdown earthquake analysis will be performed.
In order to maintain consistency and obtain the desired results in the computer printout, the SUPERPIPE input shall use the format for load combinations and support summary given in Figure 5.
O
comm i
TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE.10 OF 1g 4.8 Analysis Results 4.8.1 Displacement Check Displacements for combined gravity and seis.nic loads on the analyzed conduit shown to be less than 1/2" in any orthogonal direction are acceptable. For areas in the conduit system which exceed the yield stress, displacements must be scaled to account for increased displacements due to yielding as prescribed in calculation ROTC-35 [13]. Any displacements larger thar.1/2 inch shall be identified in the problem file for evaluation by the support group for potential interaction with adjacent structures. The displacement check is not required on tributary conduits.
c l
4.8.2 Stress Elasticity Check l
l The combined stress for gravity & seismic loading shall be checked to show that it is below yield. The purpose of this check is not to qualify the conduit stress, but to ensure O
ta t tae dis 9 ce e=t check 8 eve (sectioa 4 81) is deseo o#
1 elastic behavior of the conduit. This check shall be done for the analyzed conduit only.
)
Stress allowables and stress combination methods used by SUPERPIPE in the ASME Code Compliance check are not applicable to conduit evaluation. An approach similar to the AISC code will be utilized. Since the only purpose of this check is to verify elastic behavior of the conduit, compliatice with all of the AISC stress checks is not required.
Based on a TUGCo Design Criteria for " Seismic Category I l
Electrical Conduit Systems" [7], SSE allowable stresses for conduit may be 1.6 times the OBE allowable stress and the i
allowable flexural and axial tensile stress shall not exceed the yield stress. From AISC Code, 8th Edition [17] for axial tension and bending and using the 1.6 factor:
I f
f f
0.60(.6)F 1.6 1.6 y
x O
l I
1;YPELL*r J
TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS NUMBER:
0210-052-006 REVISION:
1 PAGE - 11 OF 19 where:
f
= axial stress, psi afbx = bending stress about X axis, psi F
F{by = bending stress about Y axis, psi
= yield stress, si F x = allowable bend ng stress about X axis, psi Fby = allowable bending stress about Y axis, psi Since conduits are circular in shape, a SRSS of the bending moments can be substituted for absolute sum.
Al so,
(0.6 0) (1.6) Fye and, for circular cross sections, (1.6)guals about 1.0 Fvalto equals about 1.0F.
Fbx = (1.6)Fby y
Therefore, the above equation for SUPERPIPE application becomes:
1/2 2
2 F
+ (My
+ Mz )
( S (allowable stress = F )
(2) y A
Z where: F axial force, lbs.
=
conduit cross sectionel area, in2 A
Os
=
Y axis bending moment, psi M
=
z=
Z axis bending momegt, psi Z
Section modulus, ind
=
Allowable stress of 25,000 psi minimum.
Refer S
=
to Table 5.5, Appendix A, for actual allowables based on conduit size.
If the stresses are combined as shown in equation (2) above and they are within allowables, then the system is elastic.
(Note that the axial force "F" will generally be small for conduit analysis.
Therefore, the SUPERPIPE combined stress "M/Z" [SRSS of Mx, M, and Mz] given in the computer y
output can be used as a quick check of general stress levels.)
6.0 DOCUMENTATION The analysis developed for this scope will be documented in a calculation fil e.
All information pertinent to the analysis (including walkdown) shall be clearly documented in the Calculation / Problem File. See Appendix C for sample documentation forms to be used in the calculation file.
O
I;%P_ ELL
- w TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE.12 OF 19 7.0 QUALITY ASSURANCE Conduit analysis shall be performed in accordance with the Impell Quality Assurance Program.
8.0 REFERENCES
1.
Deleted.
2.
Impell Project Instruction 0210-053-001, Rev.4, 7/17/86, " Multilevel Screening Criteria For Train C Conduit (Two Inch and Under),"
Job #0210-053-1355.
3.
USNRC Regulatory Guide 1.29, " Seismic Design Classification,"
Revision 3, U.S. Nuclear Regulatory Commission, Washington, D.C., 197 3.
4.
Gibbs and Hill Refined Building Response Spectra, 2323-046-3465, O
aev 2-5.
ASME Boiler and Pressure Vessel Code, Appendix XVIII, American Society of Mechanical Engineers, NY, NY,1983.
6.
Texas Utilities Generating Company, Final Safety Analysis Report, Chapter 3, Amendment 54, issued January 1985.
7.
Texas Utility Generating Company, Comanche Peak Steam Electric Station Unit 2, " Design Criteria for Seismic Category I Electrical Conduit System," Rev. 4, SAG CP2-12/85, dated 12/11/85.
8.
TUSI 2323-S-0910, Sheet LS-5d, Rev. O, " Conduit Support Locations for Suspended Runs from Walls and Ceilings."
9.
Gibbs and Hill Design Change Authorization DCA 21532, Revision 0.
10.
Project Instruction 0210-052-004, Rev 1, " Train C Conduit As-Built Walkdown."
11.
M.W. Kellog Co., " Design of Piping Systems," John Wiley & Sons, Inc. 1967.
12.
SUPERPIPE User's Manual, Version 19A, Impell Corporation.
13.
Calculation ROTC-35, " Qualification of Train C Conduit Yielding
(
Systems" (in preparation).
%{_{ ash 1r TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE 13 OF 19
- 14. Project Instruction 0210-052-003, " Seismic Evaluation of Train C Conduit Supports." Rev.1, dated August,1986.
15.
TUSI 2323-S-0910, Sheet LS-Sa, Rev. 3, " Conduit Support Location and Suspended Runs."
16.
Steel Conduit Dimension & Weights."g, No.10R, Page 113, " Rigid Unistrut General Engineering Catalo
- 17. Anerican Institute of Steel Construction ( AISC), " Manual of Steel Construction," 8th Edition.
18.
Impell Calculation ROTC-27, " Train C Conduit Spectra Verification,"
Rev. O, Job #0210-052-1355.
19.
TUGCo drawing number 2323-S-0910, sht. G-1F, Rev.11.
O
L%P_ELLdb 1r TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS (O
NUMBER:
0210-052-006 REVISION: 1 PAGE 14 OF 19 TABLE 1 Train C Conduits Analyzed for Criteria Development Sample No.
Sample No.
SE 6%
9E 69E 16R 88R 18R 91E 25R 109R 30R 114R 33E 115E 36E 115R 42E 125E 53E 130E 54E 136R 57R 144R 61E O
_ sr TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE.15 OF 19 o
T FIGURES d
C l
1 l0 5
,,,--.,_~ _.-,.-- _ _
IN P_EL_L 'r b
L 1
TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS NUMBER:
0210-052-006 REVISION: 1 PAGE 16 OF 19 Moment End Releases Typical 'Tributory' Conduit
\\
O O
O Rigid Unks 4--.01' Typ.
I Main Conduit FIGURE 1
// s s s s s,
)
Junction Box Support 1
Junction Box FIGURE 2 O
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~ m,. % Y TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS
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t
\\
NUMBER:
0210-052-006 REVISION: 1 PAGE 17 OF 19
[
O O
O il FULL PROBLEM SUPPORT."
~
4 >
0 0
O O
i l DESIRED "BREAV," POINT
=
4>
0 0
0 5
~;
O O
4>
FIRST REDUCED MODEL 4>
O' O
O
=
=
transmitt these i
overlap support loads I
l 11 supports I
r I
Il center
(
N I
~~
p
. region I
I overlap Il I
supports SECOND REDUCED MODEL 1 1 T '
=
=
O O
_ transmitt these d i support loads
'l d i 5,
FIGURE 3 0
0 0
Reducing Large Models
)
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TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS NUMBER:
0210-052-006 REVISION:
1 PAGE 18 OF 19 Predicted system frequency due to modeling technique Modified respons'e curve g Actual system frequency g
p
(
Response
g
\\
curve w
d N
)
O e
t O
5 to ao 50 FREQUENCY (HZ)
FIGURE 4 Modified Response Spectra Curve for Analysis of Problems with Type 8 Supports O
I)
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_L;g qy TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE.19 OF 19 GRAY NOPR DSUM GRAV SSE NOPR ASUM ISSE G+S N0PR DSUN GRAV SSE 1.0 G-S N0PR DSUM GRAY SSE
-1.0
- GSSE PRNX ENVS G+S G-S
- SUPP FULL DETL COMM OLDC SUPPORT LOAD
SUMMARY
- LOAD SET COMBINATION DEFINITION *
- GRAV GRAVITY
- DESC DFLT GRAV SSE GRAV+SSE j
FIGURE 5 Example of Loads Combination and Support Summary Input Fonnat for SUPERPIPE O
.A 4e
.m Ma-
_rM-~
4ha - - - +
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4-
-aea-+iw a
-*e a
w.+-
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2 4
TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS
! O i
NUMBER:
0210-052-006 REVISION: 1 PAGE.Al OF A9 i
1 e
4 i
i 1
1 APPENDIX A j
CONDUIT AND COMPONENT PROPERTIES i
i O 1
i l
s i
1 l
!, O I
I I
i
db 1F TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE.A2 OF A9 TABLE A.1 Properties of Conduits Conduit Cross Section Effective Shear Torsional Inertia Flexural Inertia 2
Size Area A in Area A, A ' I" I
I"4 Iyy' I I"
x y
z xx zz 1/ 2"
.250
.125
.0342
.01 7' 3/4 "
333
.167
.0711
.0370 1"
.494
.247
.1748
.0874 1-1/2" 800
.400
.620
.3100 2"
1.07
.535 1.332
.6666 2-1/2" 1.70
.850 3.060 1.530 O
Reference 11,12 l
1 1
1 i
O
L%P_EL_L" w
TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE.A3 OF A9 TABLE A.2 Conduit Curved Pipe Bending Radii Standard Minimum Conduit Size Bending Radius Bending Radius 3/4" 51/2" 41/2" 1"
6 3/4" 5 1/4" 11/4" 9"
71/4" 1 1/2" 11" 8 1/4" 2"
l ' 1" 91/2" 21/2" l'41/2" l' 1/2" 3"
l' 7 3/4" l ' 3" 31/8" l' 11" l' 5 1/2" 4"
2'21/2" l ' 8" 5"
2' 8 3/4" 2' 6" Reference 15 TABLE A.3 Weights per Linear Foot Diameter of Weight of Conduit &
Conduit (in)
Cables (1bs/ft) 1/2 1.0 3/4 1.5 1
2.0 1 1/4 3.0 1 1/2 4.0 2
5.0 2 1/2 8.0 3
13.0 4
19.0 5
23.0 i
Reference 15 O
4
_,.-._.____.._-m,_-
I M P aE L L *r TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE.A4 OF A9 TABLE A.4 WEIGHT OF VARIOUS CONDULETS MANUFACTURERS, CONDULET CATALOG NO.
l l
AND WEIGHTS (1bs) l i
I I
l l
l l
l CROUSE AND HINDS I
l l
l l
CONDUIT I
I I
l l
l DIAMETER (IN) l LB l LBD-1100 l
C-(*)
l BC - ( * )
l I
I I
I I
i 1/2
.96 1.4 1
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1 TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS iO NUMBER:
0210-052-006 REVISION: 1 PAGE.A5 OF A9 i
TABLE A.5 CONDUIT YIELD STRESSES Conduit Size (in. )
Yield Stress (psi) 2 25,300 1-1/ 2 27,200 1-1/4 28,454 1
30,000 3/4 27,700 1/2 27,500 l
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TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS NUMBER: 0210-052-006 REVISION: 1 PAGE.A6 OF A9 TABLE A.6 JUNCTION BOX WEIGHTS Junction Junction Box Size Weight (1bs)
Box Size Weight (1bs) 60(18x18 352 3D(18x18 113 60x42x30 399 30x18x6 77 60(30x24 298 30x12x12 79 60x30x10 21 9 30x12x8 69 30(24x10 193 24x24x18 110 30x12x12 149 24x24x12 92 54x36x12 234 24x18x12 79 48x12(18 267 24x18x6 63 48x36x24 274 24x12x12 65 48x30x12 189 24x10x10 56 48K18x12 144 24x6x4 37 48x1 Fx10 135 18x18x12 62 Q
48x8x8 92 18x18x6 49 36x30x20 2 21 18x12x12 51 36x3Cx12 147 18x12x16 40 36x30x10 139 18x8x8 37 36x24x24 174 18x6x4 28 36x24x8 114 12x12x6 28 36x18<12 111 12x12x4 25 36x12x12 93 12x6x6 21 36x6x6 89 12x4x4 17 30x24x24 1 51 8x8x6 17 l
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APPENDIX B Typical Conduf t Srpport Designs O
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IMP _EL_L *sr TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
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TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
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TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
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1 TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE.B7 OF B7 A
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TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER: 0210-052-006 REVISION: 1 PAGE -Cl OF C17 APPENDIX C SAWLE CALCULATION FILE O
l 0
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TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE C2 OF Cl7 CALCULATION / PROBLEM COVER SHEET Calculation / Problem No:
Title:
Train C Conduit Train C Conduit Client: TUGCo Project:
JobNo: 0210-052-1355 Designinput/
References:
- Contained within Assumptions:
- Contained within Method:
- Contained within Romstts:
REV.NO.
REVISION APPROVED DATE O
Original Issue Sheet I of I
O
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1 TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE.C3 OF C17 TABLE OF CONTENTS Number of Pages 1.0 PROBLEN DESCRIPTION / LOADING 2.0 MATHEMATICAL MODEL 3.0 INPUT DATA LISTING 4.0 DISCUSSION OF ANALYSIS 5.0 ASSUMPTIONS 6.0 RESULTS A.
Elastic Behavior Check B.
Displacement Check C.
Support Load Summary 7.0 COMPUTER OUTPUT IDENTIFICATION
8.0 REFERENCES
APPENDIX A: STIFFNESS PROPERTIES OF SUPPORTS AND OTHER COMPONENTS APPENDIX B: REFINED GIBBS AND HILL BUILDING RESPONSE CURVES APPENDIX C: IMPELL WALKDOWN PACKAGE i
Total Pages Following TUGCo In C Conduit 0210-052-1355 noe 0
sau ene%
1 M P aE L L "r TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS NUMBER:
0210-052-006 REVISION: 1 PAGE -C4 OF C17 1.0 PROBLD4 DESCRIPTION / LOADING 1.1 Conduit Component Modeling Conduit is generally modeled using Impe11's standard piping analysis procedures. Specific analysis /modeling procedures are sumarized in the current revision of Prcject Instructicn 0210-52-006 for job 0210-052-1355.
The following modeling procedures are applicable to the conduit analyzed in this problem:
1.1.1 Scope 1.1.2 Effective support mass of each support is modeled with the exception of type 5 finger clamps and type 6 unistrut supports.
1.1. 3 Tributary conduits are modeled to sufficiently include dynamic effects on the analyzed support element. This includes modeling all tributary conduits which are " ganged" to the same beam (unistrut) as the analyzed conduit. For multilevel trapeze supports (type 4 and type 8), a lumped weight is modeled on the analyzed conduit at the suppo*t point equal to the tributary (1/2 span) weights of the conduits on the other tier levels.
1.1.4 Tributary conduits are modeled up to the third support away from the analyzed support in both downstream and upstream directions. The calculation given in reference [8.3) provides stif fnesses for the supports. leiere tributary conduits run parallel to the main conduit and are ganged to the analyzed itne, a miscellaneous mester element is modeled between two lines at the support point.
1.1.5 Embedments (grouted penetrations) are modeled as rigid anchors in all six directions.
1.1.6 All conduit is modeled as schedule 40 pipe. Conduit is modeled assuming maximum fill of electrical wiring / cable as l
defined in Reference 8.1.
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0210-052-006 REVISION: 1 PAGE -C5 OF C17 v
i 1.1.7 The material is SA106 B whose properties are close to those of the conduit as shown in the excerpt from DCA 21532 Rev. O. (Ref. 8.7).
1.1.8 Bends in the conduit are modeled with minimum radii as defined in the project instructions.
1.1.9 LBDs and LBs are modeled as a continution of the straight pipe on either side with a 90* " kink" and a imped weight.
Stiffness properties are the same as the attached conduit.
1.1.10 Junction Box stiffnesses are provided in PI-0210-052-003, Rev. O, (Ref. 8.4).
The weights are given in Appendix A to PI-0210-052-006 Rev. 0 [1]. These ccuponents are modeled as a ' FLEX" component with the stiffness and weight properties.
Where the component is inline. Were the component is at the end of a run, a support is modeled with the stiffness properties of the junction box.
1.1.11 Ccuplings and pull sleeves (BC's) are not explicitly modeled since they have negligible stiffness effect on the system.
O Pull sleeves will have a leped mass placed.
1.1.12 Flexible conduit is modeled as a lumped weight only. By assuming 50 percent of the total hose weight at each of the connection points.
1.2 Loading 1.2.1 Gravity loading is evaluated using fill percentages as provided in the project instruction.
- 1. 2.1 Seismic loading is evaluated. The dynamic properties are calculated using SUPERPIPE for all modes below 33 hz. The 10 percent close mode grouping method is utilized, along with the missing mass correction for modes above 33hz in the standard manner.
For seismic loading, SSE response spectra analysis with 7 percent damping is performed. Refined building response curves from Gibbs and Hill Calculation 2323-046-3465 (Ref.
8.5) are digitized and enveloped across all elevations which included analyzed and tributary run attachment points.
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NUMBER:
0210-052-006 REVISION: 1 PAGE.C10 OF Cl7 6.0 RESULTS A)
Elastic Behavior Check Verify that all stresses on the " analyzed" conduit are in the elastic range using the following equation:
1/2 p
p X, ("Y +M2)
Fy (allowable stress)
F Z
O TUGCo Train C Conduit aos no 0210-052-1355
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TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE.C11 OF C17 6.0 RESULTS (con't)
B)
Displacement Check B.1 )
Are displacements of the analyzed conduit (s) less than 1/2 inch?
If "No", circle the displacements on the following listing from the SUPERPIPE computer output.
B.2)
Listing of conduit Displacement (Gravity + Seismic Load Case)
See next _ pages.
O TUGCo Train C Conduit a w 0210-052-1355
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TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE.C12 OF C17 6.0 RESULTS (con't)
C.
Support Load Summary See next pages.
O TUGCo Train C Conduit m no 0210-052-1355
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NUMBER:
0210-052-006 REVISION: 1 PAGE -Cl3OF C17 i
7.0 COMPUTER OUTPJT IDEWTIFICATION I
I i
l l Computer Run i
Computer Run l
l Description /
I Date/ Time Conwnts l
l Load Case l
Indicator l
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i TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE -Cl4 OF C17
8.0 REFERENCES
8.1 Project Instruction 0210-052-006, Rev. I, dated 8/22/86," Rigorous Analysis of Train C Conduit."
8.2 Gibbs and Hill Calculation Number SCS-2380 Set #5, Rev. O, Impe11 Technical Input Number 37-0210-052-1355.
8.3 Stif fness Calculatfor. for Train C Supports, Rev. O, Impe11 Calculation Nunter 8.4 Project Instruction 0210-052-003, " Evaluation of Train C Conduit Supports." Rev.1, dated Aug.,1986, 8.5 Gibbs and Hill Refined Building Response Spectra, 2323-046-3465 Rev. 2.
8.6 Impell Walkdown RFI No.
, (see Appendix C) 8.7 Gibbs and Hill Design Change Authorization OCA 21532, Revision 0, Impell Technical Input Number.
O I
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TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION: 1 PAGE C15OF C17 APPENDIX A Stiffness Properties of Supports and Other Components O
l TUGCo Train C Conduit aos no 0210-052-1355
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IMP _El4@
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NUMBER:
0210-052-006 REVISION: 1 PAGE,C16 OF C17 i
APPENDIX B Gibbs and Hill Building Response Curves O
TUGCo Train C Conduit me no 0210-052-1355
- St av man execuso ente
L%PaELL *v TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS NUMBER:
0210-052-006 REVISION: 1 PAGE.C170F C17 APPENDIX C Impe11 Walkdown Package See next pages O
TUGCo Train C Conduit me w 0210-052-1355
- GE k
%P_ ELL r O
d Qb a.W TITLE: RIGOROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS NUMBER:
0210-052-006 REVISION: 1 PAGE.D1 OF D80 l
I APPENDIX D GIBBS AND HILL BUILDING RESPONSE SPECTRA D.1 Gibbs & Hill Spectra Curves Q
I D2 SUPERPIPE Digitized Spectra 9
O i
IM_ gr TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE. D2 OF D80 D.1 Gibbs and Hill Spectra Curves [4]
T COMANCHE PEAK SES RESPONSE SPECTRA CURVES (Sheet 1 of 2)
(SSE ONLY)
FIGURE DATE BUILDING
- ELEY. (FT)
DAMP. (%)
SSE 1316-B 11/84 Auxiliary 899.50 7
SSE 1317-B 11/84 Auxiliary 886.50 7
SSE 1318-B 11/84 Auxiliary 873.50 7
SSE 1319-B 11/84 Auxiliary 852.50 7
SSE 1320-8 11/84 Auxiliary 831.50 7
SSEs 1321 -B 11/84 Auxiliary 810.50 7
SSE 1322-B 11/84 Auxiliary 790.50 7
SSE 1256-B 11/84 Electrical 873.33 7
SSE 1257-B 11/84 Electrical 854.33 7
SSE 1258-B 11/84 El ectrical 830.00 7
SSE 1259-B 11/84 Electrical 807.00 7
SSE 1260-8 11/84 El ectrical 778.00 7
~
I 1401-B 11/84 Safeguards 896.50 7
SSE 1402-B 11/84 Safeguards 873.50 7
SSE 1403-B 11/84 Safeguards 852.50 7
SSE 1404-B 11/84 Safeguards 831.50 7
SSE 1405-B 11/84 Safeguards 810.50 7
SSE 1406-B 11/84 Safeguards 790.50 7
SSE 1407-B 11/84 Safeguards 785.50 7
SSE I
1408-B 11/84 Safeguards 773.50 7
SSE O
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TITLE: RIG 0ROUS ANALYSIS OF TRAIN "C" ELECTRICAL CONDUITS O
NUMBER:
0210-052-006 REVISION:
1 PAGE D3 OF D80 COMANCHE PEAK SES RESPONSE SPECTRA CURVES (Sheet 2 of 2)
(SSE ONLY)
FIGURE DATE BUILDING
- ELEY. (FT)
DAMP. (%)
SSE 119-B 1/85 RB - Internal 905.75 7
SSE 120-B 1/85 RB - Internal 885.50 7
SSE 121-B 1/85 RB - Internal 860.00 7
SSE 12 2-B 1/85 RB - Internal 832.50 7
SSE 123-B 1/85 RB - Internal 808.00 7
SSE 124-B 1/85 RB - Internal 783.50 7
SSE 1124-B 1/85 Containment 1000.50 7
SSE 1125-B 1/85 Containment 950.58 7
SSE ll26-B 1/85 Containment 905.75 7
SSE 1127-B 1/85 Containment 860.00 7
SSE ll28-B 1/85 Containment 805.50 7
SSE 1129-8 1/85 Containment 783.58 7
SSE 427-B 10/85 Fuel Building 918.00 7
SSE 428-8 10/85 Fuel Building 899.50 7
SSE 429-B 10/85 Fuel Building 860.00 7
SSE 430-B 10/85 Fuel Building 841.00 7
SSE 431-B 10'/85 Fuel Building 825.00 7
SSE 432-B 10/85 Fuel Building 810.50 7
- For the Service Water Intake Building (SWI), use the following response spectra [19];
SWI at ELEV.
Use Fuel Building Spectra at Elev.
835'-0" 8 41 '- 0 "
O 796'-0" 825'-0" d
755'-0" 810'- 0"
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NUMBER: 0210-052-006 REVISION: 1 PAGE,D42 OF D80 D.2 SUPERPIPE Digitized Spectra On the following pages are Digitized listings of the spectra curves in and have been QA verified [18]pectra are in a SUPERPIPE compatible format D.1 of this Appendix.
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.32809 32.5444
.33770 24.6636
.42470 22.6337
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r-SPAl F G LOG FUEL BUILDING ELE V= 810.50 D AMP = 0.07 S SE IN-5 3 44.0000
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.38590 1.8750
.30520 1.7308
.30000 1.6667
.29220 1.5517
.28800 1.5000
.28280 1.4516
.26310 1.4414
.25866 1.3235
.25630 1.2857
.25230 1.2000
.23890 1.1250
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