ML16256A175

09 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
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Download: ML16256A175 (4)

Text

151.0 a

A

\\

C

\\

1 4 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.

0 8 1 0

-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.

LOUISIANA POWER 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

-71

-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