ML20197B914: Difference between revisions

From kanterella
Jump to navigation Jump to search
(StriderTol Bot insert)
 
(StriderTol Bot change)
 
Line 14: Line 14:
| document type = INTERNAL OR EXTERNAL MEMORANDUM, MEMORANDUMS-CORRESPONDENCE
| document type = INTERNAL OR EXTERNAL MEMORANDUM, MEMORANDUMS-CORRESPONDENCE
| page count = 1
| page count = 1
| project = TAC:M96656, TAC:M96657, TAC:M96658, TAC:M96659
| stage = Approval
}}
}}



Latest revision as of 23:38, 8 December 2021

Forwards Safety Evaluation Re Concrete Expansion Anchor Safety Factors for High Energy Line Break Restraints,In Response to Region III 960920 Request
ML20197B914
Person / Time
Site: Dresden, Quad Cities  Constellation icon.png
Issue date: 07/23/1997
From: Capra R
NRC (Affiliation Not Assigned)
To: Grobe J
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III)
Shared Package
ML17188A054 List:
References
TAC-M96656, TAC-M96657, TAC-M96658, TAC-M96659, NUDOCS 9803130198
Download: ML20197B914 (1)


Text

~_ _ . _ . _m __ . _ _ _ _ _ _ _ _ __ . _ _ _ _ _ _ . _ _.

    • oq

. p k UNITED STATES s* NUCLEAR REQULATORY COMMISSION WASHINGTON, o.C. SeteHeM July 23, 1997 MEMORANDUM T0: John A. Grobe, Acting Director l Division of Reector Safety Region III FROM: Robert A. Capra, Director 'AS/ /v. [W Project Directorate III-2 Division of Reactor Projects III/IV, NRR

SUBJECT:

REQUEST FOR TECHNICAL ASSISTANCE - DRESDEN AND QUAU CITIES CONCRETE EXPANSION ANCHOR SAFETY FACTORS FOR HIGH ENERGY PIPE

WHIP RESTRAINTS (AIT 96-0325) (TAC NOS. M96656, M96657 M96658 AND M96659)

By memorandum dated September 20, 1996, Region !!! requested NRR to review a document prepared by Commonwealth Edison Company (Comed), the licensee for Quad Cities and Dresden Nuclear Power stations, on the safety factor of concrete expansion anchors for high energy pipe whip restraints. The Comed document provided arguments for tl)e use of a safety factor of two for concrete expansion anchors for high energy pipe whip restraints. The staff does not agree with the licensees arguments for use of a safety factor of two. The licensee should either meet the manufacturer's recommendations as stated in 4

perform analyses to demonstrate that there the is anUpdated appropriate Final safety Safety factorAnalysis,ing us approved criteria or upgrade the anch capacity of the high energy pipe whip restraints.

A safety evaluation (SE) regarding concrete ex>ansion anchor safety factors for high energy line break restraints is attacted. As requested by your memorandum, NRR will continue to support Region III in the resolution of this issue. This completos our review work on TAC Nos. M96656, M96657, M96658 and

M96659.

]

Docket Nos. 50-237, 50-249, 50-254, 50-265

Attachment:

SE cc: J. Wiggins, RI J. Jaudon, RII A. Howell, RIV CONTACT: John S. Ma, ECGB/DE (301) 415-2732; E-Mail JSM1 Robert M. Pulsifer, DRPW/PDIII-2 (301)415-3016; E-Mail RMP3

, ATTACHMENT 9003130198 900212 DR ADOCK 050002 7