ML13163A319

Another Heavy Loads Amendment Question

ML13163A319
Person / Time
Site:	Zion  File:ZionSolutions icon.png
Issue date:	06/10/2013
From:	John Hickman NRC/FSME/DWMEP/DURLD/RDB
To:	Beckman D ZionSolutions
Hickman J
References
Download: ML13163A319 (2)

Text

From:

Hickman, John Sent:

Monday, June 10, 2013 4:48 PM To:

Donald A. Beckman

Subject:

Another Heavy Loads Amendment Question Attachments:

Question on page 24 of 53.pdf

Don, Please see the attached page markup. Dan needs you to explain:

(1) the relationship in between shear wall column P7, P4, etc. to the SFP column 17 to 23 and P to W? (Yellow Highlight),

(2) missing Value (Green Highlight), and (3) below Table, foot note *SSE Max. Moment (IR = 1.111). This interaction ratio (IR) is unacceptable (need to see a conservative reanalysis [method] that has an IR below unity.

Thanks, John