ML16256A175: Difference between revisions

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| number = ML16256A175
| number = ML16256A175
| issue date = 08/25/2016
| issue date = 08/25/2016
| title = 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
| title = 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
| author name =  
| author name =  
| author affiliation = Entergy Operations, Inc
| author affiliation = Entergy Operations, Inc
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=Text=
=Text=
{{#Wiki_filter:151.0a*A\C\14D17'EF GPLAN OF DOME/REACTOR BUILDING= WHERE= 200 mph=  =102 psfHORIZONTAL WIND LOADS ON DOME (PSF)CEG H .-1.4-1.2-0.8-1.0-1.13-1.0-0.9-0.7-0.6-0.5-0.4EXT.LOAD-143-122-62-115-102-92-71-61-51-41LOUISIANAPOWER LIGHT CO,Waterford SteamElectric StationWIND SPEEDS RESULTING STATIC PRESSURES(REACTOR BUILDING DOME)Figure3.3-l WIND151.0'A10.6'C14PLAN OF DOME/REACTOR BUILDINGKP = + pWHEREV 360 mph= =332 psfP -3 psi  -432 psfHORIZONTAL TORNADO WIND LOADS ON DOME (PSF)ABCDEFGHIJKPRESS.08 .10-1.13 -1.0 -0.9 -0.7 -0.6 -0.5 -0.4EXT.LOAD-465-398-266-332-375-332-299-232-199-166-133EXT. LOADWITH-897-830-698-764-807-764-731-664-631-598-565DI FF. PRESS.LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationTORNADO 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 4EXT. PRESS1028210-71-122-163-173-122-71-51-41-41-41dhELEV.h.d WINDDIRECTION V 360 mph= = 332 psfP 3 psi = -432 psfHORIZONTAL TORNADO LOAD ON CYL WALLPRESS.COEF.1.1583014575-7-1.2-1.6-1.7-1.2-7.-5.-4.-4.-4.EXT. PRESS 332266 33-232-398-531-564-398-232-166-133-133-133EXT. PRESSWITH-166-399-664-830-963-996-830-664-598-565-565-565DIFF PRESSdhELEV.h--d1WINDDIRECTIONPLAN
{{#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}}

Latest revision as of 19:30, 6 February 2019

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 Entergy icon.png
Issue date: 08/25/2016
From:
Entergy Operations
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16256A115 List: ... further results
References
W3F1-2016-0053
Download: ML16256A175 (4)
v • d • e


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}}

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