ML20126J926

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Rev 0 to Structural Steel Analysis for Peach Bottom Generating Station:Calculation 94,Unit 2,3,Turbine Bldg El 116 Ft Counting Room,Fire Area 78E
ML20126J926
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 8506100736
Download: ML20126J926 (5)


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STRUCTURAL STEEL ANALYSIS for PEACH BOTTOM GENERATING STATION Calculation No. 94 Unit 2,3 Turbine Building El. 116'-O" Counting Room Fire Area 78E Prepared byt Date: _8" (Y_~_8_(_

Reviewed by:

h Revision: O kl A

7 1922 West Chester Pike

  • Upper Darby, Pa.19082 e (216) 853 1700

m-A Pmfruional tan Contml Inc.

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PEACH BOTTOM GENERATING STATION 1-eBE6_QEggBIEIlgM The area under consideration is the Counting Room on the 116'-O" elevation of the Turbine Building (Fire Area 78E).

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

The total surface area for heat transfer la 1,242 ft2 (see Attachment A for a sketch of the area under consideration).

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gggggSIlg(E_(Q6plHQ There are no combustible liquida or cable traya located in this area.

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There is one door khich enters this area.

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Leestien 119 3'-O"x7'-O" East Wall

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C6gEg_gX6HIHgg Since there are no exposed fixed combustibles in this area, no cases were examined for a general room fire.

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Eg@ybIf No general room fire was postulated because of the lack of exposed fixed combustibles in the area.

There are no cable traya in this area to preacnt a localized heating exposure to the structural steel.

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This area contains no exposed fixed combustibles.

The table below lista the maximum heat release rate for transient

-combustibles for different fire durations which result in an area 0

temperature less than 1100 F.

2 Eire _gurntien 926_1hWlm 1 91hW1 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 10.5 1212 2 hourd 8.0 923 3 houra 6.5 750 The distance between the floor and the deepeat beams supporting the ceiling in 16*-8 1/2".

The heat release rates required of floor level transient combustible fires to produce plume 0

temperatures of 1100 F, 13OOO.e and 1500 F at the bottom 0

flange of the beam have been determined and tabulated below.

For the temperatures greater than 1100 F the time 2

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required to heat the sizes of the beams supporting the ceiling have also been determined.

Ilme_te_1199 Elmin!

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Il 1 91BW1 W16_x_99_

'1100 7,257 1300 9,549 38 1500 12,042 26 t

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Q..i Unit 2,3 Turbine Building, Elevation 116'-0" Counting Room Surface Area Calculation Walls 2

North wall (11' x 18')

198 ft 2 East wall 18' x 18')

324 ft2 South wall 11' x 18')

198 ft2 West wall 18' x 18')

324 ft j

2 1,044 ft 2

Ceiling (11' x 18')

198 ft 2

Total Surface Area Calculation 1,242 ft

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ATTACHMENT A