ML20090J857

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App 3A of RESAR-SP/90 Westinghouse Advanced PWR Module 3, Introduction & Site, Design of Structures,Components, Equipment & Sys - Interfaces
ML20090J857
Person / Time
Site: 05000601
Issue date: 03/31/1984
From:
WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP.
To:
Shared Package
ML19269A137 List:
References
NUDOCS 8405230331
Download: ML20090J857 (1)


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APPENDIX 3A

%O g[ SIGN OF STRUCTURES. COMPONENTS. EGUIPMENT. AhD SYSTEMS L INTERFACES k

3A.3 Wind and Tornado loadinas

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3A.3.1 Wind Loadinas s

u The *1PB may be located at a site where the Operating Basis Wind is less than Jor equal to the magnitude-of 130 MPH used in design. The Operating Basis Wind i

generally has little influence on the safety of the NPB since most items sub-jected to wind loads must also be designed for the tornado wind loads which j

are subs'tantially higher.

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s The magnitude of 130. aph' tias been selected based on the most severe location identified in ANSI A58.1 " Building Code Requirements for hlinimum Design Loads in Buildings and Other Structures."

3A.3.2 Tornado loadinas O

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,, u The tornado used in the design of the NPB is the tornado specified in ANSI /ANS s

~ 2.3-1983 " Standard for Estimating Tornado and Extreme Wind i:haracteristics at s

9 Nuclear Power Sites."

Since ~the nuclear power. block is intended for a wide i

ranse of sites, the maximum windspeed is selected as 320 mph which is the

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maximum. specified corresponding to a probability of 10 per year for any

-I locatictr'In the U.S.

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The ANSI /ANS 2.3 standard is based on detailed analyses and evaluation of the O

d$ta by experts leading to issue of the concensus standard in 1983.

It represents more recent in-depth evaluation than was incorporated in Regulatory Guid'}.76andtheStandardReviewPlan.

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O 8405230331 840516 PDR ADOCK 05000601 K'

PDR WAPWR-I&S 3A-1 MARCH, 1984 0467e:1D/

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