ML16256A175

Waterford Steam Electric Station, Unit 3, Revision 309 to Final Safety Analysis Report, Chapter 3, Design of Structures, Components Equipment and Systems, Section 3.3, Figures 3.3-1 Through 3.3-4

ML16256A175
Person / Time
Site:	Waterford
Issue date:	08/25/2016
From:	Entergy Operations
To:	Office of Nuclear Reactor Regulation
Shared Package
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References
W3F1-2016-0053
Download: ML16256A175 (4)

Text

{{#Wiki_filter:151.0a*A\C\14 D 17'E F G PLAN OF DOME/REACTOR BUILDING = WHERE= 200 mph= =102 psf HORIZONTAL WIND LOADS ON DOME (PSF) C E G H .-1.4-1.2-0.8-1.0-1.13-1.0-0.9-0.7-0.6-0.5-0.4 EXT.LOAD-143-122-62-115-102-92-71-61-51-41 LOUISIANA POWER LIGHT CO, Waterford Steam Electric Station WIND SPEEDS RESULTING STATIC PRESSURES (REACTOR BUILDING DOME)Figure 3.3-l WIND 151.0'A 10.6'C 14 PLAN OF DOME/REACTOR BUILDING K P = + p WHERE V 360 mph= =332 psf P -3 psi -432 psf HORIZONTAL TORNADO WIND LOADS ON DOME (PSF) A B C D E F G H I J K PRESS.08 .10-1.13 -1.0 -0.9 -0.7 -0.6 -0.5 -0.4 EXT.LOAD-465-398-266-332-375-332-299-232-199-166-133 EXT. LOAD WITH-897-830-698-764-807-764 -731-664-631-598-565 DI FF. PRESS. LOUISIANAPOWER LIGHT CO. Waterford Steam Electric Station TORNADO WIND SPEEDS RESULTING STATIC PRESSURE LOADINGS (REACTOR BUILDING DOME)Figure v = 200 mph = =102 HORIZONTAL WIND LOAD ON CYL WALL PRESS.COEF. 1..l 7-1.2-1.6-1.7-1.2 5 4 4 4 EXT. PRESS 102 82 10-71-122-163-173-122 51-41-41-41 d h ELEV.h.d WIND DIRECTION V 360 mph= = 332 psf P 3 psi = -432 psf HORIZONTAL TORNADO LOAD ON CYL WALL PRESS.COEF.1.15 8 30 1 45 75-7-1.2-1.6-1.7-1.2-7.-5.-4.-4.-4.EXT. PRESS 332 266 33-232-398-531-564-398-232-166-133-133-133 EXT. PRESS WITH-166-399-664-830-963-996-830-664-598-565-565-565 DIFF PRESS d h ELEV.h--d 1 WIND DIRECTION PLAN}}