• AISC N690L : 2003

    Withdrawn A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

    LOAD AND RESISTANCE FACTOR DESIGN OF SAFETY-RELATED STEEL STRUCTURES FOR NUCLEAR FACILITIES

    Available format(s): 

    Withdrawn date:  09-11-2018

    Language(s): 

    Published date:  12-01-2013

    Publisher:  American Institute of Steel Construction

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    Table of Contents - (Show below) - (Hide below)

    SYMBOLS
    GLOSSARY
    SPECIFICATION
    NA - GENERAL PROVISIONS
    NA1 - Scope
    NA3 - Material
    1. Structural Steel
    2. Steel Castings and Forgings
    3. Bolts, Washers, and Nuts
    4. Anchor Rods and Threaded Rods
    5. Filler Metal and Flux for Welding
    NA4 - Loads and Load Combinations
    1. Normal Loads
    2. Severe Environmental Loads
    3. Extreme Environmental Loads
    4. Abnormal Loads
    5. Load Factors and Load Combinations
    NA5 - Design Basis
    1. Required Strength at Factored Loads
    3. Design for Strength
    4. Design for Serviceability and Other Considerations
    5. Design Based on Ductility, Local Effects, and Elevated
        Rates of Strain
    NA6 - Referenced Codes and Standards
    NA7 - Design Documents
    NA8 - Quality Assurance
    NB - DESIGN REQUIREMENTS
    NC - FRAMES AND OTHER STRUCTURES
    ND - TENSION MEMBERS
    NE - COLUMNS AND OTHER COMPRESSION MEMBERS
    NF - BEAMS AND OTHER FLEXURAL MEMBERS
    NG - PLATE GIRDERS
    NH - MEMBERS UNDER COMBINED FORCES AND TORSION
    NI - COMPOSITE MEMBERS
    NJ - CONNECTIONS, JOINTS, AND FASTENERS
    NJ1 - General Provisions
    5. Splices in Heavy Sections
    7. Minimum Strength of Connections
    9. Bolts in Combination with Welds
    10. High-Strength Bolts in Combination with Rivets
    11. Limitations on Bolted and Welded Connections
    NJ3 - Bolts and Threaded Parts
    1. High-Strength Bolts
    5. Maximum Spacing and Edge Distance
    6. Design Tension or Shear Strength
    7. Combined Tension and Shear in Bearing-Type Connections
    8. High-Strength Bolts in Slip-Critical Connections
    10. Bearing Strength at Bolt Holes
    NJ5 - Connecting Elements
    2. Design Strength of Connecting Elements in Tension
    NJ10 - Anchor Rods and Embedments
    NK - CONCENTRATED FORCES, PONDING, AND FATIGUE
    NL - SERVICEABILITY DESIGN CONSIDERATIONS
    NM - FABRICATION, ERECTION, AND QUALITY CONTROL
    NM2 - Fabrication
    2. Thermal Cutting
    3. Planning of Edges
    5. Bolted Construction
    7. Dimensional Tolerances
    9. Surface Condition
    10. Bending
    NM3 - Shop Painting
    1. General Requirements
    6. Quality Assurance
    NM4 - Erection
    4. Fit of Column Compression Joints and Base Plates
    8. Tolerances
    NN - EVALUATION OF EXISTING STRUCTURES
    NN1 - General Provisions
    NN2 - Material Properties
    1. Determination of Required Tests
    2. Tensile Properties
    3. Chemical Composition
    4. Base Metal Notch Toughness
    5. Weld Metal
    6. Bolts
    NN3 - Evaluation by Structural Analysis
    1. Dimensional Data
    2. Strength Evaluation
    3. Serviceability Evaluation
    NN4 - Evaluation by Load Tests
    1. Determination of Live Load Rating by Testing
    2. Serviceability Evaluation
    NN5 - Evaluation Report
    APPENDIX NB - DESIGN REQUIREMENTS
    APPENDIX NE - COLUMNS AND OTHER COMPRESSION MEMBERS
    APPENDIX NF - BEAMS AND OTHER FLEXURAL MEMBERS
    APPENDIX NG - PLATE GIRDERS
    APPENDIX NH - MEMBERS UNDER COMBINED FORCES AND TORSION
    APPENDIX NJ - CONNECTIONS, JOINTS, AND FASTENERS
    NJ3 - Bolts and Threaded Parts
    7. Combined Tension and Shear in Bearing-Type Connections
    APPENDIX NK - CONCENTRATED FORCES, PONDING, AND FATIGUE COMMENTARY
    NA - GENERAL PROVISIONS
    NA1 - Scope
    NA3 - Material
    1. Structural Steel
    NA4 - Loads and Load Combinations
    1. Normal Loads
    4. Abnormal Loads
    5. Load Factors and Load Combinations
    NA5 - Design Basis
    1. Required Strength at Factored Loads
    3. Design for Strength
    4. Design for Serviceability and Other Considerations
    5. Design Based on Ductility, Local Effects, and Elevated
        Rates of Strain
    NA6 - Referenced Codes and Standards
    NJ - CONNECTIONS, JOINTS, AND FASTENERS
    NJ1 - General Provisions
    10. High-Strength Bolts in Combination with Rivets
    11. Limitations on Bolted and Welded Connections
    NJ3 - Bolts and Threaded Parts
    10. Bearing Strength at Bolt Holes
    NM - FABRICATION, ERECTION, AND QUALITY CONTROL
    NM2 - Fabrication
    2. Thermal Cutting
    NM4 - Erection
    4. Fit of Column Compression Joints and Base Plates
    8. Tolerance
    NN - EVALUATION OF EXISTING STRUCTURES
    NN1 - General Provisions
    NN2 - Material Properties
    2. Tensile Properties
    4. Base Metal Notch Toughness
    NN3 - Evaluation by Structural Analysis
    2. Strength Evaluation
    NN4 - Evaluation by Load Tests
    1. Determination of Live Load Rating by Testing
    2. Serviceability Evaluation
    NN5 - Evaluation Report
    REFERENCES

    Abstract - (Show below) - (Hide below)

    Provides Load and Resistance Factor Design (LRFD) criteria for the design, fabrication, and erection of steel safety-related structures and structural elements for nuclear facilities.

    General Product Information - (Show below) - (Hide below)

    Document Type Standard
    Publisher American Institute of Steel Construction
    Status Withdrawn
    Superseded By

    Standards Referencing This Book - (Show below) - (Hide below)

    ASTM A 435/A435M : 2017 : REDLINE Standard Specification for Straight-Beam Ultrasonic Examination of Steel Plates
    AWS A5.4 : 92(R2000) STAINLESS STEEL ELECTRODES FOR SHIELDED METAL ARC WELDING, SPECIFICATION FOR
    AWS D1.6 : 1999 ERRATA 1999 STRUCTURAL WELDING CODE - STAINLESS STEEL
    ASTM A 666 : 2015 : REDLINE Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar
    ASTM A 516/A516M : 2017 : REDLINE Standard Specification for Pressure Vessel Plates, Carbon Steel, for Moderate- and Lower-Temperature Service
    AWS A5.9 : 93(R1999) BARE STAINLESS STEEL WELDING ELECTRODES AND RODS, SPECIFICATION FOR
    ASTM A 515/A515M : 2017 : REDLINE Standard Specification for Pressure Vessel Plates, Carbon Steel, for Intermediate- and Higher-Temperature Service
    ASTM D 3843 : 2016 : REDLINE Standard Practice for Quality Assurance for Protective Coatings Applied to Nuclear Facilities
    ASTM A 312/A312M : 2017-03 SPECIFICATION FOR SEAMLESS, WELDED, AND HEAVILY COLD WORKED AUSTENITIC STAINLESS STEEL PIPES
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