ML16256A175

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
ML16256A115	List: ML16256A120 ML16256A121 ML16256A122 ML16256A123 ML16256A124 ML16256A126 ML16256A127 ML16256A128 ML16256A129 ML16256A131 ML16256A132 ML16256A136 ML16256A137 ML16256A138 ML16256A144 ML16256A145 ML16256A150 ML16256A153 ML16256A154 ML16256A155 ML16256A156 ML16256A157 ML16256A159 ML16256A160 ML16256A161 ML16256A162 ML16256A163 ML16256A164 ML16256A165 ML16256A167 ML16256A170 ML16256A171 ML16256A172 ML16256A174 ML16256A175 ML16256A181 ML16256A182 ML16256A183 ML16256A184 ML16256A185 ML16256A186 ML16256A188 ML16256A189 ML16256A190 ML16256A191 ML16256A192 ML16256A193 ML16256A194 ML16256A195 ML16256A196 ... further results
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}}