ML13163A319
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| 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) | |
Similar Documents at Zion | |
|---|---|
Category:E-Mail
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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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