ML20126J976

From kanterella
Jump to navigation Jump to search
Rev 0 to Structural Steel Analysis for Peach Bottom Generating Station:Calculation 96,Unit 2,3,Turbine Bldg El 116 Ft Toilet Area,Fire Area 115
ML20126J976
Person / Time
Site: Peach Bottom  Constellation icon.png
Issue date: 05/24/1985
From: Dewey J, Melly B
PROFESSIONAL LOSS CONTROL, INC.
To:
Shared Package
ML20126J788 List:
References
NUDOCS 8506100748
Download: ML20126J976 (5)


Text

_

f hfessiorsal Loss Control, Inc.

STRUCTURAL STEEL ANALYSIS Il' for PEACH BOTTOM GENERATING STATION Calculation No. 96 I

Unit.2,3

~

]

i Turbine Building El. 116'-O" l

T 11et Aree 9

l Fire Area 115 W

Date: __I'k_'_E(

Prepared by:

Reviewed by: _ M Revision: 0 8506100748 850606 PDR ADOCK 05000277 F

PDR 7922 West Chester Pike

  • Upper Darby, Pa.19082 * (215) 853-1700

,4 d4 Pmfruiond Ian Contml. ine.

PEACH BOTTOM GENERATING STATION 1-eBE6_DE29BIEII9N The area under consideration is the Toilet Area on the 116'-O" elevation of the Turbine Building (Fire Area 115).

The bounding walls are constructed of reinforced concrete with an average thickness of 1 ft.

The total surface area for heat transfer la 1661 ft2 (see Attachment A for a sketch of the area under consideration).

2.

995aHEIIHLE_L9691gG There are no combustible liquida or cable traya located in this area.

+

3.

vggIIbaIIgy_gegeggIggg 1

There is one door 'which enters this area.

{

9eer_

__Elas__

besatien l

123 3'-0"x 7'-O" West Wall 4.

gAgg@_gXAMINgg Since there are no exposed fixed combustibles in this area, no cases were examined for a general room fire.

1 1

u

..e

  • r r.ua u.. c a,a.s

(..

5.

RgggLTg No general room fire was postulated because of the lack of

-exposed fixed combustibles in the area.

There are no cable-trays in this area to present a localized heating exposure to the structural steel.

6-EEEE9I!_9E_IBeHEIEHT_995aMEIIBLE!

This area contains no exposed fixed combustiblea.

The table

~

below lists the maximum heat release rate for transient combustibles for different fire durations which result in an area

(~

temperature less than 11000F.

2 Eirg_guratign gla_1ggtm 1 91hW1 l' hour' 10.5 1,620 2 houra 8.0 1,235 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> 6.5 1,003 The distance between the floor and the deepeat beams supporting the ceiling is 16'-8 1/2".-

The heat release rates required of floor level transient combustible fires to produce plume temperatures of-11000F, 13OOOF and 15000F at the bottom 2

v-

.,...--e,g_

.-,-_,n.,_g.,

,,..n_.-..,,_e.,

.,,, e -v

Profmionalloes Omtrol,ine.

'(T flange of'the beam have been determined and tabulated below.

For 0

the temperatures. greater than 1100 F the time required to heat the sizes of the beams supporting the ceiling have also been determined.

Ilme_t9_1199 Elmini Il 1 91hW1 W1E_u_29

_W1E_a_2E_

1100 7,257 g

^

1300 9,549 14 38 1500 12,042 10 26

~

a f

A 3

~ _ _ _ - _ _ _ _ _ _ _ _. _ _ _

s-Pmfensionsi Lose Castml. Inc.

~

(

N W

g

.)

%.1, TotLET

(.

.,)

('

Unit 2,3 Turbine Building Elevation 116'-0" Toilet Area Surface Area Calculation Walls 2

North wall (30' x 18')

540 ft East wall (9.3' x 18')

167ftf South wall (30' x 18')

540 ft 2 West wall (9.3' x 18')

167 ft 2

1,414 ft 2

Ceiling (9.3' x 30') - (5.3' x 6) 247 ft 2

Total Area for Heat Transfer 1,661 ft k

ATTACHMENT A