ML18004B920
| ML18004B920 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 09/02/1987 |
| From: | Zimmerman S CAROLINA POWER & LIGHT CO. |
| To: | NRC OFFICE OF ADMINISTRATION & RESOURCES MANAGEMENT (ARM) |
| References | |
| RTR-NUREG-0737, RTR-NUREG-737, TASK-2.D.1, TASK-TM NLS-87-167, NUDOCS 8709090002 | |
| Download: ML18004B920 (9) | |
Text
UL RY INFORMATION DISTR TI SYSTEM (RIDS)
ACCESSION NBR: 8709090002 DOC. DATE: 87/09/02 NOTARIZED:
NO FACIL: 50-400 Shearon Harris Nuclear Power Planti Unit ii Carolina AUTH. NAME AUTHOR AFFILI*TION Z IMMERMANiS. R.
Caro lina P ower 5 Lig ht Co.
RECIP. NAME RECIPIENT AFFILIATION Document Control Branch (Document Control Desk)
DOCKET I asooo4ao
SUBJECT:
Submits addi info re NUREG-0737'tem II. D. ii "Performance Testing of Relief 0 SafetM Valvesi " addressing pipe supports for relief 8c safety valve pipingi per NRC verbal questions.
DISTRIBUTION CODE:
A046D COPIES RECEIVED: LTR ENCL SIZE:
TITLE:
OR Submittal:
TMI Action Plan Rgmt NUREG-0737 Cc NUREQ-06ba NOTES: Application for permit renewal filed.
asaoo4oo RECIPIENT ID CODE/NAME PD2-1 L*
BUCKLEY'S B COPIES LTTR ENCL 1
0 1
1 RECIPIENT ID CODE/NAME PD2-1 PD COP IES LTTR ENCL 5
5 INTERN*L: AEOD/DOA
- RM/DAF/LFMB NRR/DEST/*DS NRR/DREP/RPB OQC/HDS1 RES DEPY QI EXTERNAL:
LPDR NSIC 1
1 0
1 0
1 1
1 0
1 1
1 1
1 1
AEOD/DSP/TPAB NRR/DEBT/*DE NRR/DREP/EPB
/ILRB REQ 01 RES/DE/EIB NRC PDR 1
1 1
0 1
1 1
1 1
1 1
1 TOTAL NUMBER OF COPIES REQUIRED:
LTTR 22 ENCL 17
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Carolina Power 8 Light Company SEp 2 188'ERIAL: NLS-87-167 10CFR50.
United States Nuclear Regulatory Commission ATTENTION: Document Control Desk Washington, DC 20555 SHEARON HARRIS NUCLEAR POWER PLANT DOCKET NO. 50-000/LICENSE NO. NPF-63 PERFORMANCE TESTING OF RELIEF AND SAFETY VALVES Gentlemen:
Carolina Power R Light Company (CPRL) hereby submits additional information concerning NUREG-0737, Item II.D.1, "Performance Testing of Relief and Safety Valves," for the Shearon Harris Nuclear Power Plant (SHNPP).
This information addresses pipe supports for relief and safety valve piping in response to verbal questions from the NRC staff.
As discussed in Supplement 3 to the NRC Safety Evaluation Report (SER),
Section 3.9.3.3, piping supports at SHNPP were designed in accordance with ANSI B31.1, "Power Piping" (1973), supplemented by the American Institute of Steel Construction (AISC), "Design, Fabrication, and Erection of Structural Steel Buildings," Seventh Edition, February 1969.
The principle guidelines for pipe support design are included in the Harris Plant Engineering Section Manual of Instructions, Design Guidelines Section 7.2.A, "Piping Support/Restraint Design and/or Modification." As stated in SER Supplement 3, the NRC has determined that the applicability of the codes and standards used for pipe support designs is acceptable and that conformance of the design guidelines to the appropriate codes and standards is adequate.
In the SHNPP support design, each design level has a corresponding allowable stress.
The following table lists the stress allowables at each design level:
Loading Flexure Shear EQ 2 (Normal or Upset)
EQ 6 (Emergency)
EQ 8 (Faulted)
S 1.33S 1.5S S
1.3S 1.3S For standard components,,the loads at each design level are compared to the corresponding manufacturer recommended allowable.
As shown above, the allowables for EQ 6 are more restrictive than those for EQ 8. However, this fact is of no consequence to the piping supports in question because the reactions for both EQ 6 and EQ 8 are equal.
Since the allowables used for all these supports were either Equation 2 allowables for EQ 2 loads; or EQ 2 or EQ 6 allowables for EQ 6 and EQ 8 loads, the designs are conservative and meet the design guidelines.
87O9O90002 8
PDP ADOCN, 05
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411 FayetteVilte Street
~ P. O. BOX 1551
~ Raleigh.
N. C. 27602 p rt riIb r(t
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,- Document Contr es NLS-87-167 / Page 2
The enclosed table shows what is perceived to be the most critically stressed support component (i.e., rolled member, weld, manufactured hardware item) and its respective stress or load allowable at each support.
If you have any questions concerning this information or require additional information on this subject, please contact me.
Yours very truly, aHE/iah
(>2>6a HE)
Enclosure S.. Zi merman nager Nuclear Licensing Section cc:
Mr. B. C. Buckley Dr. 3. Nelson Grace Mr. G. F. Maxwell
ATTACHMENT I PIPE SUPPORT (CRI Tl GAL COMPONENTS) DESIGN STRESSES Limiting
~Han er Mo.
~Te ((>
Mode L(F Factor (2)
RC-H-155 RC-H-156 RC-H-157 RC-H-199 RC-H-200 RC-H-201 RC-H-202'C-H-204 RC-H-205 RC-H-208 RC-H-209 RC-H-210 RC-H-211 RC-H-212 RC-H-213 RC-H-214 RC-H-215 RC-H-216 RC-H-217 RC-H-218 RC-H-219 RC-H-220 RC-H-221 RC-H-222 RC-H-223 RC-H-224 RC-H-225 RC-H-226 RI Rl SP SN SN SN SN SP SN SP SP SN SN SN SP SP SN SN SP SN SN SP 6510 (8) 0,938 6490 (8) 0,28 6480 (8) 0,08 in 4110 (2) 0,135 In ~
6510 (8 )
0,79 4490 (8) 5076 Ib/in'500 (8) 33100 psl 4640 (8) 0,638 4765 (8) 5721 Ib/in.
4900 (8) 0,72 3110 (2) 1041 Ib/In'510 (8 )
0,73 3490 (8) 0,576 3500 (8)
.355 in.
3480 (2) 0.15 In ~
2110 (2) 1498 lb, 2510 (8) 15 ~ 5 ksi 2490 (8) 21274 ps i 2500 (8) 96 2480 (2)
.15 in.
5120 (2) 0,27 in.
5170 (8) 0.18 in'180 (8) 0 32 5230 (8) 0.64 5310 (2) 0.10 in.
5360 (8) 0.145 i'370 (2) 1252 Ib 5430 (2) 1244 Ib/in',0 (EQ2)
Interaction (Embed)
~ 18 in.
(EQ2)
Weld Size 0.31 in.
(EQ2)
Weld Size 0.31 In.
(EQ2)
Weld Size 1,0 1,0 (EQ2)
Interaction (EQ2)
Interaction 0.25 In.
(EQ2)
Weld Size 0,25 in.
(EQ2)
Weld Size Check 6000 lb.
(EQ6)
Component Allowable 2813 Ib/in'EQ2)
Weld Capacity 1,0 (EQ6)
Interaction I 0 (EQ2)
Interact ion 0.31 ln.
(EQ2)
Weld Size 0.16 in.
(EQ2)
We I d S i ze 1,0 (EQ2)
Interaction (Embed) 5625 Ib/in. (EQ2)
Weld Capacity 35100 psi (EQ6)
AISC Member Check 1,0 (EQ2)
Interaction 7254 Ib/in. (EQ6)
Weld Capacity 1,0 (EQ2)
Interaction (Embed )
3977 Ib/in'EQ2)
Weld Capacity I 0 (EQ2)
Interaction 1,0 (EQ2)
Interaction (Baseplate)
,375 ln.
(EQ2)
Weld Size 0.25 in'EQ2)
Weld Size 2600 lb.
(EQ2)
Component Allowable 27.0 ksi (EQ2)
AISC Member Check 27000 psi (EQ2)
AISC Member Check (1863NEL/pp)
Limiting (2)'ritical Item RC-H-227 RC-H-228 RC-H-229 RC-H-230 RC-H-231 RC-H-232 RC-H-233 RCW-234 RC4-235 RC-H-236 RC-H-237 SP SN SN SN SP SN SN SP RCW-239 RCW-240 RC-H-241 RC-H-242 RC-H-243 RC-H-244 RC-H-245 RC-H-246 RC-H"247 RC-H-248 RC-H-250 RC-H-251 RC-H-252 RC-H-253 RCW-255 RC-H-256 RC-H-258 RC-H-486 RC-H-487 RC-H-491 SN RI SN Rl SP SN Rl SN Rl Rl SN SN SN Rl SP SN SN SN SN RCW-238 SN 5560 (2) 1773 lb/in ~
5760 (6) 1349 Ib, 5750 (8) 1325 Ib, 5700 (8),995 5800 (8)
~ 13 in ~
5830 (8) 1447 Ib, 5820 (8) 0.15 in.
5900 (8) 650 lb 8240 (8) 600 lb, 8220 (8) 19490 ps I 8180 (2) 6754 ps I 8170 (8) 0.093 in.
8160 (8) 744 I b 5470 (8) 0,106 in.
7240 (8) 1750 Ib 7220 (8) 0.22 in ~
7180 (2) 1024 Ib, 7170 (8) 987 Ib, 7160 (8) 1472 Ib, 7100 (8) 22384 ps i 6410 (8) 0 73 6430 (8) 0 83 6260 (8) 0.12 in.
6235 (8) 1604 Ib, 6150 (8) 8 22 ksi 6210 (8)
~ 164 in.
6310 (2)
.25 in.
6010 (8) 0 67 6020 (8) 0.28 In.
8110 (8) 0.16 In.
5570 (8) 0.102 in ~
2250 (8) 0.16 in ~
3182 Ib/in'000 Ib, 6000 Ib, 1,0 0,25 in.
6000 Ib, 0,19 in ~
1500 Ib, 1500 Ib, 31000 psi 25200 psi 0.187 in, 6000 lb.
0.187 in.
6000 Ib, 0.25 in.
2200 Ib 1500 Ib 7000 Ib, 28620 psi 1,0 1,0 0.25 In.
15000 Ib, 16,6 ksi 0.50 in.
~ 31 in ~
1,0 0,31 in, 0,19 tn ~
0,125 in, 0.19 in.
(EQ2)
(EQ2)
(EQ2)
(EQ6)
(EQ2)
(EQ2)
(EQ2)
(EQ2)
(EQ2)
(EQ2)
(EQ2)
(EQ2)
(EQ2)
(EQ2)
(EQ2)
(EQ6)
(EQ2)
(EQ2)
(EQ2)
(fQ2)
Weld Capacity Component Allowable Component Allowable Interaction Weld Size Component Allowable Weld Size Component Allowable Component Allowable AISC Member Check AISC Member Check Weld Size Component Allowable Weld Size Component Allowable Weld Size Component Allowable Component Allowable Component Allowable Trunnion Check Interaction Weld Size Weld Size Component Allowable AISC Member Check Weld Size Work with RC-H-495 Interaction Weld Size Weld Size Weld Size Weld Size (1863NEL/pp )
Limiting RC-H-492 SN RC-H-493 SN RC-H-494 SN RC-H-495 SN RC-H-496 SN RC-H-504 RI RC-H-518 SP RC-H-519 SP RC-H-664 SN RC-H-665 SN RC-H-666
" SN RC-H-667 SN RC-H-781 SN RC-H-782 SN RC-H-783 SN RC-H-784 SP 4810 (8) 0.195 in ~
4920 (8) 0.25 in.
2240 (8) 0.16 in.
6330 (8) 0.25 in ~
6350 (8) 0,673 6450 (8) 0 98 6110 (2) 2370 Ib, 6000 (2) 0,298 in ~
3240 (6) 0.22 in ~
3230 (8) 0.159 in.
4250 (8) 0.398 in.
4240 (8) 6803 psi 5970 (8) 0.65 5930 (8) 2035 Ib 6220 (8) 0.21 4890 (2) 0 72 0'0 in.
(EQ2)
Weld Size 0.38 in'EQ2)
Weld Size 0.19 In.
(EQ2)
Weld Size 0.31 in'EQ6)
Weld Size 1,0 (EQ2)
Interaction (Embed) 1,0 (EQ2)
I nteract ion (Embed )
2500 Ib, (EQ2)
Component Allowable 0.313 in'EQ2)
Weld Size 0,375 In'EQ2)
Weld Size 0,188 in, (EQ2)
Weld Size 0.40 in'EQ2)
Weld Size 18000 psi (EQ2)
Weld Stress I 0 (EQ2)
Baseplate Interaction 7200 lb.
(EQ2)
Component Allowable 0,25 (EQ2)
Weld Size 1,0 (EQ2)
Interaction (Anchor Bolt)
RC-H-800 RC-H-921 RC-H-922 RC-H-923 SN SN 9540 (8) 9740 (8) 9340 (8)
Tie-Back 9230 (8) 0,56 26426 lb',52 6346 Ib/in.
1,0 (EQ2)
Interaction (Member) 50000 lb.
(EQ2)
Snubber Allowable 1,0 (EQ6)
Interaction (Trunnion) 7686 Ib/In.
(EQ6)
Weld Capacity NOTES (I)
Hanger Type Legend SN - Snubber SP - Spring Rl - Rigid ANCH - Anchor (2)
Entries without units are ratios lQ] 2kb-8 V d: 3J ABlSC-08 (1863NEL/pp )
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