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| number = ML20056G622
| number = ML20056G622
| issue date = 09/01/1993
| issue date = 09/01/1993
| title = Forwards New Ssar Subsection 3H.5.5, Structural Analysis Rept for Turbine Bldg
| title = Forwards New SSAR Subsection 3H.5.5, Structural Analysis Rept for Turbine Bldg
| author name = Fox J
| author name = Fox J
| author affiliation = GENERAL ELECTRIC CO.
| author affiliation = GENERAL ELECTRIC CO.
Line 17: Line 17:
=Text=
=Text=
{{#Wiki_filter:'
{{#Wiki_filter:'
                )
)
GENucle:r Energy c,eesteve Cw;m
GENucle:r Energy c,eesteve Cw;m
                                                          ?b Cwer 4w%e, Sr:Jue CA 55125 September 1,1993                                             Docket No. STN 52-001                     .
?b Cwer 4w%e, Sr:Jue CA 55125 September 1,1993 Docket No. STN 52-001 1
1 Chet Poslusny, Senior Project Manager Standardization Project Directorate Associate Directorate for Advanced Reactors and License Renewal Office of the Nuclear Reactor Regulation
Chet Poslusny, Senior Project Manager Standardization Project Directorate Associate Directorate for Advanced Reactors and License Renewal Office of the Nuclear Reactor Regulation


==Subject:==
==Subject:==
Submittal Supporting Accelerated ABWR Schedule - Structural Analysis Report for Turbine lluilding                                                             ,
Submittal Supporting Accelerated ABWR Schedule - Structural Analysis Report for Turbine lluilding


==Dear Chet:==
==Dear Chet:==
 
i' Enclosed is a new SSAR Subsection 311.5.5, Structural Analysis Report for the Turbine Building.
i Enclosed is a new SSAR Subsection 311.5.5, Structural Analysis Report for the Turbine Building.
Please provide a copy of this transmittal to Goutam Bagchi and Tom Cheng.
Please provide a copy of this transmittal to Goutam Bagchi and Tom Cheng.
Sincerely,                                                                                             l
Sincerely, l
: k. b 4 Jack Fox Advanced Reactor Programs cc: Alan Beard (GE)                                                                                     -
: k. b 4 Jack Fox Advanced Reactor Programs cc: Alan Beard (GE)
Gary Ehlert (GE)                                                                                 ,
Gary Ehlert (GE)
Norman Fletcher (DOE)                                                                         -I i
Norman Fletcher (DOE)
031n o                                                                                                       ,
-I i
i nw:si
031n o i
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nw:si
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r 311.5.5         Structural Analysis Report For The Turbine Building                         ;
r 311.5.5 Structural Analysis Report For The Turbine Building t
t i
i i
i A structural analysis report will be prepared. It will document the followmc activities     !
A structural analysis report will be prepared. It will document the followmc activities associated to the construction materials and as-built dimensions of the building:
associated to the construction materials and as-built dimensions of the building:           ;
)
                                                                                                              )
1.
: 1.     Review of construction records for material properties used in construction fi (i c., in-process testing of concrete properties and procurement specifications for structural steel and reinforcing bars).
Review of construction records for material properties used in construction f
I
i (i c., in-process testing of concrete properties and procurement specifications for structural steel and reinforcing bars).
: 2.     Inspection of as-built building dimensions.
I 2.
For material properties and dimensions, assess compliance of the as-built structure with design requirements in the Uniform Building Code (UBC) and in Table 3.2-1 and               ;
Inspection of as-built building dimensions.
paragraph 3.7.3.16.                                                                         ,
For material properties and dimensions, assess compliance of the as-built structure with design requirements in the Uniform Building Code (UBC) and in Table 3.2-1 and paragraph 3.7.3.16.
Constmetion deviations and design changes will be assessed to determine appropriate         j disposition                                                                                 i This disposition will be accepted "as-is." provided the following acceptance criteria are met:                                                                                         I The structural design meets the acceptance criteria and load combinations   j of the UBC code.
Constmetion deviations and design changes will be assessed to determine appropriate j
disposition i
This disposition will be accepted "as-is." provided the following acceptance criteria are met:
The structural design meets the acceptance criteria and load combinations j
of the UBC code.
{
{
Depending upon the extent of the deviation or design changes, compliance with the acceptance criteria can be determined by either.                                           q i
Depending upon the extent of the deviation or design changes, compliance with the acceptance criteria can be determined by either.
: a.      Analyses or evaluations of construction deviations and design changes, or   i i
q i
i
Analyses or evaluations of construction deviations and design changes, or i
: b.       The design basis analysis will be repeated using the as-built condition. j
a.
                                                                                                                \
i i
b.
The design basis analysis will be repeated using the as-built condition.
j
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                                                                                                      ,}}
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Latest revision as of 12:55, 17 December 2024

Forwards New SSAR Subsection 3H.5.5, Structural Analysis Rept for Turbine Bldg
ML20056G622
Person / Time
Site: 05200001
Issue date: 09/01/1993
From: Fox J
GENERAL ELECTRIC CO.
To: Poslusny C
Office of Nuclear Reactor Regulation
References
NUDOCS 9309030344
Download: ML20056G622 (2)
v • d • e


Text

'

)

GENucle:r Energy c,eesteve Cw;m

?b Cwer 4w%e, Sr:Jue CA 55125 September 1,1993 Docket No. STN 52-001 1

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 Report for Turbine lluilding

Dear Chet:

i' Enclosed is a new SSAR Subsection 311.5.5, Structural Analysis Report for the Turbine Building.

Please provide a copy of this transmittal to Goutam Bagchi and Tom Cheng.

Sincerely, l

k. b 4 Jack Fox Advanced Reactor Programs cc: Alan Beard (GE)

Gary Ehlert (GE)

Norman Fletcher (DOE)

-I i

031n o i

nw:si

)I w

9309030344 930901 y

i g

PDR ADOCK 05200001 "L

r PDR t

A 1:

r

.i l

<f l

{

r 311.5.5 Structural Analysis Report For The Turbine Building t

i i

A structural analysis report will be prepared. It will document the followmc activities associated to the construction materials and as-built dimensions of the building:

)

1.

Review of construction records for material properties used in construction f

i (i c., in-process testing of concrete properties and procurement specifications for structural steel and reinforcing bars).

I 2.

Inspection of as-built building dimensions.

For material properties and dimensions, assess compliance of the as-built structure with design requirements in the Uniform Building Code (UBC) and in Table 3.2-1 and paragraph 3.7.3.16.

Constmetion deviations and design changes will be assessed to determine appropriate j

disposition i

This disposition will be accepted "as-is." provided the following acceptance criteria are met:

The structural design meets the acceptance criteria and load combinations j

of the UBC code.

{

Depending upon the extent of the deviation or design changes, compliance with the acceptance criteria can be determined by either.

q i

Analyses or evaluations of construction deviations and design changes, or i

a.

i i

b.

The design basis analysis will be repeated using the as-built condition.

j

\\

I a

i

,

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