ML16344A423
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| ML16344A423 | |
| Person / Time | |
|---|---|
| Site: | Cook |
| Issue date: | 10/24/2016 |
| From: | Indiana Michigan Power Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16336A263 | List:
|
| References | |
| AEP-NRC-2016-42 | |
| Download: ML16344A423 (1) | |
Text
IINNDDIIAANNAA AANNDD M MIICCHHIIGGAANN PPOOW WEERR DD.. CC.. CCOOOOKK NNUUCCLLEEAARR PPLLAANNTT UUPPDDAATTEEDD FFIINNAALL SSAAFFEETTYY AANNAALLYYSSIISS RREEPPOORRTT Revision: 16.6 Table: 14.4.6-16 Page:
1 of 1 PRESSURE CAPABILITY OF WALLS AND SLABS AT MAIN STEAM ENCLOSURE WEST OF CONTAINMENT
- 1.
MATERIAL PROPERTIES
- a. Concrete fc' = 3500 psi;
- b. Reinforcing steel fy = 40000 psi
- 2.
PRESSURE CAPABILITIES TABULATED
- a. Are ultimate values under static conditions;
- b. Do not include any other loading condition Panel ID Thickness (in.)
Pressure Capability (psi)
Remarks W-SL1 12 4.5 W-SL2 12 26.2 1 W-WN1 24 10.9 W-WN2 24 48.6 (1)
W-WS1 24 36.7 W-WS2 24 22.1 W-WS3 24 46.4 W-WS4 24 62.7 W-WS5 12 40.2 (1)
W-WS6 12 34.9 (1)
W-W1 12 27.3 W-W2 12 26.8 (1)
W-W3 36 54.9 W-W4 36 36.5 (1)
W-W5 36 84.5 W-W6 36 113.1 W-W7 36 121.6 (1)
See Figure 14.4.2-10 for wall and slab identification.
1 Indicates diagonal tension failure governs UNIT 2