ML20037C815

Procedure 15, Incomplete Fire Mods

ML20037C815
Person / Time
Site:	FitzPatrick
Issue date:	02/18/1981
From:	POWER AUTHORITY OF THE STATE OF NEW YORK (NEW YORK
To:
Shared Package
ML20003B694	List: ML20003B693 ML20037C815
References
PROC-810218, NUDOCS 8102250218
Download: ML20037C815 (8)

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4.

Loads The primary loads imposed on the block walls were due to seismic events.

Two levels of earthquakes were used - Operating Basis Earthquake, OBE l

and the Design Basis Earthquake, CBE,. (2 t.imes OBE).

The loads obtained for the DDE were red. iced L;. 2/3 to account fc,r the 50 p rcent increan in allowable stresses. Io increase in allc.iable stresses were permitted for i:.. Of.

The seis:aic loads were computed using the following basis:

4.1.

Darping of 0.5 percent for 03E and DSE. This is highly conser-vative by tsday's standards.

4.2.

Cracked mor.ent of inertia for f'requency calculation.

4.3.

One ucy action for frequency calculation.

4.4.

Bountry conditions: Simply supported or fixed at bottom and simply supported or free at top depending on the co.utructica rhtcils at the top and bettom.

Fixity was ass:cted when rein-f:rc:.m=ni was doweled into supporting concrete elenent.

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supports. ere assumed when the ualls were supported by steel support 6.;;;les en both sides and separation betueen the uall a.d structural element was achieved by a joint filler.

4.5 The accelerations obtained from the response spectra were further increased to rccount for overall torsional effects of the build-ings.

These nultiplying factors were obtained from the John A.

Blume & Associate Report for the Kewaunce Plant, Deccaber 1958..

5.

Allowable Stres._s_es Ucrking stress method has been used fn the design of maso.iry valls.

The allowable stresses used were taken -from the 1957 Edition of the Uni-form Building Cede, Ta' ale I:o. 24-F under the reg:irement of special inspection.

The value of fh was teken equal to 1350 psi per LMC-67.

Cortpression flexural = 0.33 f4 450 psi

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Top, C0 t to:n in.-

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