ML20126J909

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Rev 0 to Structural Steel Analysis for Peach Bottom Generating Station:Calculation 93,Unit 2,3,Turbine Bldg El 116 Ft Health Physics Util Room,Fire Area 82
ML20126J909
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 8506100731
Download: ML20126J909 (4)


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STRUCTURAL STEEL ANALYSIS for

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PEACH BOTTON GENERATING STATION Calculation No. 93 Unit 2,3 Turbine Building El. 116#~0" Health Physics Utility Room Fire Area 82 9

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PEACH BOTTOM GENERATING STATION 1.

AREA _QEggRIPTIgN The area under consideration is the Health Physics Utility Room on the 116'-O" elevation of the Turbine Building (Fire Area 82).

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

The total surface area for heat transfer is 904 ft2 (see Attachment A for a sketch of the area under consideration).

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ggggugIIggE_LgegIgg There are no combustible liquida or cable trays located in thia

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area.

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yENIIgoIIgg_gegegEIEgg There in one door which entera thin area.

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Lesat190 121 3'-O"x 7'-O" South Wall G.

96pgg_EgegIggg Since there are no exposed fixed combustibles in thin area, no cases were examined for a general room fire.

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gggyLTg 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.

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EEEE9IE_9E_IE8EElggT_ggggggIIghgg This area contains no exposed fixed combustibles.

The table below liste the maximum heat release rate for transient

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combustiblee for different fire durations which result in en area 0

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temperature less than 1100 F.

2 Eit,n_Qutst190 948_ihNZE 1 91hW1 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> '

10.5 882 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 8.0 672 3 houra 6.5 546 The distance between the floor and the deepeat beams supporting the ceiling in 16'-8 1/2".

The heat release rates required of l

floor level transient combustible fires to produce plume

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temperatures of 11000F, 13000F and 15000F at the bottom i

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flange of the beam have been determined and tabulated below.

For tha temperatures greater than 11000F tho' time requ.*. red to heat the si: es of the beams supporting the ceiling have also been determined.

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Ilme_te_1199 Elmini Il 1 QihW1 W16_u_26 1100 7,257 1300 9,549 38 1500 12,042 26

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