ML13163A319: Difference between revisions

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| issue date = 06/10/2013
| issue date = 06/10/2013
| title = Another Heavy Loads Amendment Question
| title = Another Heavy Loads Amendment Question
| author name = Hickman J B
| author name = Hickman J
| author affiliation = NRC/FSME/DWMEP/DURLD/RDB
| author affiliation = NRC/FSME/DWMEP/DURLD/RDB
| addressee name = Beckman D A
| addressee name = Beckman D
| addressee affiliation = ZionSolutions, LLC
| addressee affiliation = ZionSolutions, LLC
| docket = 05000295, 05000304
| docket = 05000295, 05000304
| license number = DPR-039, DPR-048
| license number = DPR-039, DPR-048
| contact person = Hickman J B
| contact person = Hickman J
| document type = E-Mail
| document type = E-Mail
| page count = 2
| page count = 2

Revision as of 02:00, 22 June 2019

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)
v • d • e


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

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