ML20024D971
| ML20024D971 | |
| Person / Time | |
|---|---|
| Site: | Marble Hill |
| Issue date: | 08/02/1983 |
| From: | Office of Nuclear Reactor Regulation |
| To: | |
| Shared Package | |
| ML20024D970 | List: |
| References | |
| PROC-830802, NUDOCS 8308080644 | |
| Download: ML20024D971 (8) | |
Text
.
Structural Design Audit Guidelines for Marble Hill Unit 1/2 8300080644 830002 PDR ADOCK 05000546 A
FDR
. STRUCTURAL AUDIT OF CONTAINMENT STRUCTURE I.
General Analysis A.
Basic Design Criteria B.
Analysis Method 1.
Seismic Analysis a.
Mathematical Model b.
Method of Analysis c.
Development of In-Structure Response d.
Vertical Dynamic Analysis e.
Seismic Analysis for Polar Crane f.
Seismic Analysis for Piping and Electrical Condits 2.
Stress Analysis a.
Containment Shell b.
Containment Internals c.
Foundation Mat (including reactor pit) 3.
Computer Programs used in Analysis 4.
Overall Stability 5.
Interaction of Non-Category I Structures with the Containment II. Audit of Key Designs A.
Containment Liner Design B.
Containment Hatch Design C.
Foundation Slab Design D.
Containment Wall-Base Mat Junction Design E.
General Design for Membrane Shear Forces F.
Dome-to-Cylinder Junction Design G.
Primary Shield Wall-Base flat Junction H.
Operating Floor Design I.
Crane Support Design J.
Reactor Vessel Support Design K.
Steam Generator Support Design L.
Coolant Pump Support Design M.
Secondary Shield Walls N.
Other Steel Structures 0.
Post Tensioning System and Anchorages III. Conformance to SRP Section 3.8.1 i
f
. STRUCTURAL AUDIT OF FUEL HANDLING BUILDING AND SPENT FUEL P00L I.
General Analysis A.
Basic Design Criteria B.
Analysis Method 1.
Seismic Analysis a.
Mathematical Model b.
Method of Analysis c.
Development of In-Structure Response Spectra 2.
Stress Analysis a.
Shear Walls and Floors b.
Foundation Mat c.
Material to protect against Structure-Structure Interaction d.
Vertical Dynamic Analysis 3.
Computer Programs used in Analysis 4.
Overall Stability 5.
Interaction of Non-Category I Structures with the Structure Considered 6.
Design Consideration for Tornado Missiles C.
Conformance to SRP Criteria II. Audit of Key Designs A.
Exterior Shear Walls B.
Interior Shear Walls C.
Main Floors and Roofs D,
Steel Structural Bracing Systems E.
Foundation Mat F.
Main Frame Concrete Column Design G.
Secondary Floors H.
Detailing at Floor-Wall Joints I.
Dynamic Effects Applied to Floors and Walls by Machinery J.
Design of Crane and Support K.
Design of Spent Fuel Pool L.
Fuel Pool Liner Design
.---*.--y,,,, -,
a
.w-.,e
,-,-y
-m c, -
a-
=
v
4-STRUCTURAL AUDIT OF ESSENTIAL SERVICE WATER COOLING TOWERS
]
AND BASINS I.
General Analysis 4:
A.
Basic Design Criteria B.
Analysis Method 1.
Seismic Analysis a.
Mathematical Model b.
Method of Analysis c.
Development of In-Structure Response Spectra f
d.
Vertical Dynamic Analysis e.
Seismic Analysis for Conduits and Water lines 2.
Stress Analysis 1
a.
Foundations 3.
Computer Programs Used in Analysis 4.
Overall Stability C.
Conformance to SRP Criteria II. Audit of Key Designs A.
Exterior Walls Above and Below Grade B.
Interior Piers and Columns C.
Floors; Beams, Roof, Recovery Stack etc...
D.
Foundation E.
Detailing at Beam-Wall Joints i
e t
-<msr
,r,ey,.-s, re - e r-,
g-
-,-._-,ne-,-w,---+p,-,e.,
-+-,,,4
_w, mem-,,,
-r g,,,
-g.,er,
-r,
-nw-w v,~. -, - -, -
---~.-r-en
. STRUCTURAL AUDIT OF CATEGORY I TANKS & UNDERGROUND STRUCTURES (PIPING)
I.
General Analysis A.
Basic Design Criteria B.
Analysis Method 1.
Seismic Analysis 2.
Stress Analysis 3.
Computer Programs Used in Analysis 4.
Overall Stability l
S.
Interaction of Non-Category I Structures with the Storage Tanks C.
Conformance to SRP Criteria II. Audit of Key Designs A.
Storage Tank Liner Design i
1 1
1 l
i t
8 1
1 4
1
.., -. - - -.. ~, _ -
1
- STRUCTURAL AUDIT OF AUXILIARY BUILDING I.
General Analysis A.
Basic Design Criteria B.
Analysis Method 1.
Seismic Analysis a.
Mathematical Model b.
Method of Analysis c.
Development of In-Structure Response Spectra 2.
Stress Analysis a.
Shear Walls and Floors b.
Foundation Mat c.
Material to protect against Structure-Structure Interaction d.
Vertical Dynamic Analysis 3.
Computer Programs used in Analysis 4.
Overall Stability 5.
Interaction of Non-Category I Structures with the Structure considered 6.
Design Consideration for Tornado Missiles C.
Conformance to SRP Criteria II. Audit of Key Designs A.
Exterior Shear Walls B.
Interior Shear Wells C.
Main Floors and Roofs D.
Steel Structural Bracing Systems (if any)
E.
Foundation Mat F.
Main Frame Column Design (Key Columns)
G.
Secondary Floors H.
Detailing at Floor-Wall Joints I.
Dynamic Effects applied to floors and walls by Machinery L.
Design of Crane and Support M.
Fuel Pool Design i
4
,4 7-e-
,,,,-.,,~,,,,e.,.,-
ge.
. STRUCTURAL AUDIT OF MAIN STEAM AND AUXILIARY FEEDWATER TUNNELS I.
General Analysis A.
Basic Design Criteria B.
Analysis Method 1.
Seismic Analysis a.
Mathematical Model b.
Method of Analysis c.
Development of In-Structure Response Spectra 2.
Stress Analysis a.
Shear Walls and Floors b.
Foundation Mat c.
Materials to protect against Structure-Structure Interaction d.
Vertical Dynamic Analysis 3.
Computer Programs used in Analysis 4.
Overall Stability 5.
Interaction of Non-Category I Structures with the Structure considered 6.
Design consideration for Tornado Missiles C.
Conformance to SRP Criteria II. Audit of Key Designs-Note: Provide code allowables with design forces, Shears and Moments A.
Exterior Shear Walls B.
Interior Shear-Walls C.
Main Floors and Roofs D.
Steel Structural Bracing Systems (if any)
E.
Foundation Mat F.
Main Frame Concrete Column Design (Key Columns) i G.
Secondary Floors H.
Detailing at Floor-Wall Joints I.
Dynamic Effects applied to Floors and Walls by Machinery
,we
>-v--
n
.g
.n
5 8
STRUCTURAL AUDIT OF THE ISOLATION VALVE ROOM i
I.
General Analysis l
A.
Basic Design Criteria B.
Analysis Method 1.
Seismic Analysis a.
Mathematical Model-General Description with Sketch b.
Method of Analysic c.
Development of In-Structure Response Spectra 2.
Stress Analysis a.
Shear Walls and Floor b.
Foundation Mat c.
Protection against Structure-Structure Interaction d.
Vertical Dynamic Analysis 3.
Computer Programs Used in Analysis 4.
Overall Stability 5.
Interaction of Non-Category I Structures with the Structure Considered 6.
Design Consideration for Tornado Missiles C.
Conformance to SRP Criteria II. Audit of Key Designs A.
Exterior Shear Walls B.
Interior Shear Walls C.
Main Floor and Roofs D.
Steel Structural Bracing Systems (if any)
E.
Foundation Mat F.
Main Frame Concrete Column Design (Key Columns)
G.
Secondary Floors H.
Detailing at Floor-Wall Joints I.
Dynamic Effects applied to Floors and Walls by Machinery i