ML16344A420

7 to Updated Final Safety Analysis Report, Chapter 14, Table 14.4.6-15, Pressure Capability of Walls & Slabs Around Main Steam Line Enclosure East of Containment

ML16344A420
Person / Time
Site:	Cook
Issue date:	10/24/2016
From:	Indiana Michigan Power Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML16336A263	List: AEP-NRC-2016-42, Fire Protection Program Change Summary ML16336A225 ML16336A228 ML16336A238 ML16336A291 ML16336A292 ML16336A294 ML16336A295 ML16336A297 ML16336A298 ML16336A299 ML16336A300 ML16336A301 ML16336A302 ML16336A303 ML16336A304 ML16336A305 ML16336A306 ML16336A308 ML16336A309 ML16336A310 ML16336A311 ML16336A312 ML16336A313 ML16336A314 ML16336A315 ML16336A316 ML16336A317 ML16336A318 ML16336A319 ML16336A320 ML16336A322 ML16336A323 ML16336A324 ML16336A325 ML16336A327 ML16336A328 ML16336A329 ML16336A330 ML16336A332 ML16336A333 ML16336A334 ML16336A336 ML16336A337 ML16336A338 ML16336A339 ML16336A340 ML16336A341 ML16336A342 ML16336A345 ... further results
References
AEP-NRC-2016-42
Download: ML16344A420 (1)

Text

IINNDDIIAANNAA AANNDD M MIICCHHIIGGAANN PPOOW WEERR DD.. CC.. CCOOOOKK NNUUCCLLEEAARR PPLLAANNTT UUPPDDAATTEEDD FFIINNAALL SSAAFFEETTYY AANNAALLYYSSIISS RREEPPOORRTT Revision: 16.6 Table: 14.4.6-15 Page:

1 of 1 PRESSURE CAPABILITY OF WALLS & SLABS AROUND MAIN STEAM LINE ENCLOSURE EAST 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 E-SL2 12 11.6 Punching Shear Around Col. Governs E-SL3 30 72.5 1 E-WN1 24 16.1 (1)

E-WN2 24 80.0 (1)

E-WS1 24 16.0 (1)

E-WS2 24 83.2 (1)

E-W1 24 13.4 (1)

E-W2 24 78.0 (1)

E-W3 24 11.6 (1)

E-W3 & E-W4, both curved are solved using planar projections E-W4 24 4.5 Critical Value of 4.5 PSI. Results from 1 way action of lightly reinforced portion of panel between the two large openings. The side portions of the panel have capability of 86.1 (1)

See Figure 14.4.6-3 for wall and slab identification.

1 Indicates diagonal tension failure governs.

UNIT 2