ML20083J062
| ML20083J062 | |
| Person / Time | |
|---|---|
| Site: | Limerick  |
| Issue date: | 12/20/1983 |
| From: | PROFESSIONAL LOSS CONTROL, INC. |
| To: | |
| Shared Package | |
| ML20083H823 | List:
|
| References | |
| NUDOCS 8401090661 | |
| Download: ML20083J062 (3) | |
Text
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(([ Professional Loss Control, fnc.
STRUCTURAL STEEL ANALYSIS for LIMERICK GENERATING STATION Control Structure El.180' Corridor 164 Fire Area 1A December 20, 1983 8401090661 840104 PDR ADOCK 05000352 E
PDR P. O. Box 446 e Oak Ridge, Tennessee 37830 * (615) 482-3541
f.
LIMERICK GENERATING ~ STATION
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1.
AREA DESCRIPTION The area under consideration is Corridor 164 on the 180' elevction of the Control Structure (Fire Area IA) (see Attachment A for sketch of. area).
Bounding walls are of reinforced concrete construction with an average thickness of 3 feet. Total surface area for heat transfer is approximately 2 (se' Attachment A for calculation of areas).
2200 ft e
O 2.
_COM_BUSTIBLE LOADING All cabling in this area is routed in conduit. There are no combustible liquids in this area.
3.
VENTILATION PARAMETERS Both ends of the corridar are open. The east end opening measures 8' wide by 8' high..The west end of the corridor leads to an open stairwell serving the upper elevations.
,4. CASES EXAMINED With no exposed combustible cabling and no combustible liquids in the area, there is no fuel in the area to support a fire.
5.
RESULTS The structural steel in this area will not fail since there are no fixed combustibles in the area to support a fire.
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Control Structure El. 180' Corridor 164 Surface Area Calculations Walls North wcil (50'x18')
900 ft2 South wall (50' x 18')
900 ft2 Ceiling (50' x 8*)
400 ft2 1
^
Total Surface Area for Heat Transfer 2200 ft2 I
ATTACHMENT A l
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