ML20046C695
| ML20046C695 | |
| Person / Time | |
|---|---|
| Site: | 05200001 |
| Issue date: | 08/06/1993 |
| From: | Fox J GENERAL ELECTRIC CO. |
| To: | Poslusny C Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 9308110380 | |
| Download: ML20046C695 (5) | |
Text
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GENucle:r En:rgy Geners Etectric Compey 175 Cu mer Avenue San Jose. CA 95125 r
August 6,1993 Docket No. STN 52-001 Chet Poslusny, Senior Project Manager Standardization Project Directorate Associate Directorate for Advanced Reactors and License Renewal Office of the Nuclear Reactor Regulation
Subject:
Submittal Supporting Accelerated ABWR Schedule - Structural Analysis Reports, Section 311.5
Dear Chet:
Enclosed is a new SSAR Section 311.5, Structural Analysis Reports. This section will be included in Amendment 32 scheduled for transmittal on August 31,1993.
Please provide a copy of this transmittal to Tom Cheng.
Sincerely, f
.n Jack Fox Advanced Reactor Programs cc: Alan Beard (GE)
Gary Ehlert (GE)
Norman Fletcher (DOE) 3D% 2a2 1 50 0
110000 9308110380 930806 N4
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PDR ADOCK 05200001 Ihil A
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3 11.5 Structural Analysis Report 3 11.5.1 Structural Analysis Report For The Reinforced Concrete Containment 6
A structural analysis report will be prepared. It will document the following activities associated to the construction materials and as-built dimensions of the building:
1.
Review of construction records for material properties used in construction (i.e, in-process testing of concrete properties and procurement specifications for structural steel and reinforcing bars).
2 2.
Inspection of as-built building dimensions.
For material properties and dimensions, assess compliance of the as-built structure with design requirements in the Subsection 3.8.1 and in the Detail design documents.
Construction deviations and design changes will be assessed to determine appropriate disposition.
This disposition will be accepted "as-is," provided the following acceptance criteria are met:
The structural design meets the acceptance criteria and load combinations-of Subsection 3.8.1.
The dynamic responses (i.e., spectra, shear forces, axial forces and moments) of the as-built building are bounded by the SS AR spectra in Subsection 3 A and 3G.
Depending upon the extent of the deviation or design changes, compliance with the acceptance criteria can be determined by either:
Analyses or evaluations of construction deviations and design changes, or a.
b.
The design basis analyses will be repeated using the as-built condition.
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3H.5.2 Structural Analysis Report For The Steel Containment A structural analysis report will be prepared. It will document the following activities associated to the construction materials and as-built dimensions of the building:
1.
Review of construction records for material properties used in construction (i.e., procurement specifications for stmetural steel).
2.
Inspection of as-built building dimensions.
For material properties and dimensions, assess compliance of the as-built structure with design requirements in the Subsection 3.8.2 and in the detail design documents.
Construction deviations and design changes will be assessed to determine appropriate disposition.
This disposition will be accepted "as-is," provided the following acceptance criteria are met:
The structural design meets the acceptance criteria and load combinations of Subsection 3.8.2.
The dynamic responses (i.e., spectra, shear forces, axial forces and moments) of the as-built stmeture are bounded by the SSAR spectra in Subsection 3 A and 3G.
Depending upon the extent of the deviation or design changes, compliance with the acceptance criteria can be determined by either:
Analyses or evaluations of constmetion deviations and design changes, or a.
b.
The design basis analyses will be repeated using the as-built condition.
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3 H.5.3 Structural Analysis Report For The Reactor Building, Control Building and Radwaste Building Substructure A structural analysis report will be prepared. It will document the following activities associated to the construction materials and as-built dimensions of the building:
1.
Review of construction records for material propenies used in construction (i.e., in-process testing of concrete propenies and procurement specifications for stmetural steel and reinforcing bars).
2.
Inspection of as-built building dimensions.
For material properties and dimensions, assess compliance of the as-built structure with design requirements in the Subsection 3.8.4 and in the detail design documents.
Construction deviations and design changes will be assessed to determine appropriate disposition.
This disposition will be accepted "as-is," provided the following acceptance criteria are m et:
1 T
The structural design meets the acceptance criteria and load combinations of Subsection 3.8.4.
The dynamic responses (i.e., spectra, shear forces, axial forces and moments) of the as-built structure are bounded by the SSAR spectra in Subsection 3 A and 3G.
The as-built piping configuration as it relates to HELB design pressures has been accounted for in accepting the as-built building desiations.
Depending upon the extent of the deviation or design changes, compliance with the acceptance criteria can be determined by either:
Analyses or evaluations of construction deviations and design changes, or a.
b.
The design basis analyses will be repeated using the as-built condition.
a
3 11.5.4 Structural Analysis Report For The Reactor Building, Control
~
Building and Radwaste Building Foundations l
A structural analysis report will be prepared It will document the following activities associated to the construction materials and as-built dimensions of the building:
4 I
Review of construction records for material properties used in construction (i e., in-process testing of concrete properties and procurement i
specifications for structural steel and reinforcing bars).
2.
Inspection of as-built building dimensions.
For material properties and dimensions, assess compliance of the as-built structure with design requirements in the Subsection 3 8 5 and in the detail design documents.
l Construction deviations and design changes will be assessed to determine appropriate i
disposition 7
This disposition will be accepted "as-is," provided the following acceptance criteria are j
met:
l i
The structural design r ~" ^ -ceptance criteria and load combinations j
of Subsection 3.8.5.
l t'
The dynamic responses
. shear forces, axial forces and moments) of the as-buin
- bounded by the SSAR spectra in Subsection 3 A and 3G.
l Depending upon the extent of the deviation or design changes, compliance with the i
acceptance criteria can be determined by either:
l Analyses or evaluations of construction deviations and design changes, or a.
i b.
The design basis analyses will be repeated using the as-built condition.