ML16344A423

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7 to Updated Final Safety Analysis Report, Chapter 14, Table 14.4.6-16, Pressure Capability of Walls and Slabs at Main Steam Enclosure West of Containment
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: ... further results
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