Already a subscriber?
MADCAD.com Free Trial
Sign up for a 3 day free trial to explore the MADCAD.com interface, PLUS access the
2009 International Building Code to see how it all works.
If you like to setup a quick demo, let us know at support@madcad.com
or +1 800.798.9296 and we will be happy to schedule a webinar for you.
Security check
Please login to your personal account to use this feature.
Please login to your authorized staff account to use this feature.
Are you sure you want to empty the cart?
ASME NOG-1 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder), 2015
- CONTENTS
- FOREWORD
- ASME COMMITTEE ROSTER
- PREPARATION OF TECHNICAL INQUIRIES TO THE COMMITTEE ON CRANES FOR NUCLEAR FACILITIES
- ASME NOG- 1– 2015 SUMMARY OF CHANGES
- Section 1000 Introduction [Go to Page]
- 1100 GENERAL
- Section 2000 Quality Assurance [Go to Page]
- 2100 REQUIREMENTS
- Section 3000 Coatings and Finishes [Go to Page]
- 3100 COATING SERVICE LEVELS
- 3200 SPECIFIC REQUIREMENTS FOR COATING SERVICE LEVELS
- Section 4000 Requirements for Structural Components [Go to Page]
- 4100 GENERAL
- 4200 MATERIALS AND CONNECTIONS
- 4300 DESIGN CRITERIA
- 4400 COMPONENT DESIGN
- Section 5000 Mechanical [Go to Page]
- 5100 GENERAL
- 5400 COMPONENT DESIGN
- 5500 MISCELLANEOUS
- Section 6000 Electrical Components [Go to Page]
- 6100 GENERAL
- 6200 WIRING MATERIALS AND METHODS ( TYPES I, II, AND III CRANES)
- 6300 PERFORMANCE SPECIFICATIONS ( TYPES I, II, AND III CRANES)
- 6400 COMPONENT SELECTION ( TYPES I, II, AND III CRANES)
- Section 7000 Inspection and Testing [Go to Page]
- 7100 TESTS AND ACCEPTANCE CRITERIA
- 7200 MANUFACTURING
- 7300 RECEIPT AND STORAGE REQUIREMENTS FOR STORAGE FACILITY AND/ OR SITE
- 7400 SITE
- 7500 QUALIFICATION FOR PERMANENT PLANT SERVICE
- 7600 DOCUMENTATION
- Section 8000 Packaging, Shipping, Receiving, Storage, and Handling [Go to Page]
- 8100 GENERAL
- Section 9000 Planned Engineered Lifts [Go to Page]
- 9100 GENERAL
- 9200 CAPACITY LIMITATIONS
- 9300 LIFT FREQUENCY LIMITATIONS
- 9400 INSPECTION FREQUENCY
- 9500 PLANNED ENGINEERED LIFTS FOR BRIDGE OR GANTRY ONLY
- 9600 PLANNED ENGINEERED LIFTS FOR HOIST AND TROLLEY ONLY
- 9700 REQUIRED INTERLOCKS OR STOPS
- 9800 LOAD TESTING REQUIREMENTS
- 9900 CRANE WHEEL LOADS
- Figures
[Go to Page]
- Fig. 4153.3-1 Typical Four-Wheel Trolley Model for Seismic Analysis
- Fig. 4153.3-2 Typical Four-Wheel Overhead Crane Model for Seismic Analysis
- Fig. 4153.3-3 Typical Four-Wheel Gantry Crane Model for Seismic Analysis
- Fig. 4153.3-4 Typical Four-Wheel Semi-Gantry Crane Model for Seismic Analysis
- Fig. 4160-1 Runway Rail Alignment Tolerance
- Fig. 5411.5-1 Drum Shell Design
- Fig. 5413.1-1 Allowable Yield Stress, say
- Fig. 5416.1-1 Typical Hoist Machinery Arrangement With Emergency Brake
- Fig. 5416.1-2 Typical Hoist Machinery Arrangement With Redundant Gear Reducers and Brakes
- Fig. 5416.1-3 Typical Redundant-Hoist Machinery Arrangement
- Fig. 5420-1 Single-Failure-Proof Reeving Example
- Fig. 5420-2 Single and Double Reeving
- Fig. 5426.1-1 Drum Fleet Angle
- Fig. 5426.1-2 Sheave Fleet Angle
- Fig. 5427.1-1 Proportions for 24:1 Sheave-to-Rope Ratio
- Fig. 5427.1-2 Proportions for 30:1 Sheave-to-Rope Ratio
- Fig. 5430-1 Arrangement of Crane Trolley Drives
- Fig. 5440-1 Arrangement of Crane Bridge Drives
- Fig. 5440-2 Arrangement of Polar Cranes
- Fig. 5452.4-1 Minimum Flange Widths and Heights
- Fig. 5459.3-1 Power or Control Circuit Limit Switch With Geared Upper Limit Switch
- Fig. 5459.3-2 Power or Control Circuit Limit Switch
- Fig. 5474-1 Allowable Bending Stress
- Fig. 5474-2 Allowable Tension or Compression Stress
- Fig. 5474-3 Allowable Shear Stress
- Fig. 5477-1 Typical Hook Cross-Section
- Fig. 5477-2 Fish Hook Configuration
- Fig. 5477-3 Equivalent Section
- Fig. 5477-4 Sister Hook Without a Pinhole
- Fig. 5477-5 Sister Hook With a Pinhole
- Fig. 6472.2-1 Ka Factors for AC and Adjustable Voltage DC Motors (Without Field Weakening)
- Fig. 6472.2-2 Typical Polar Crane
- Fig. 6473-1 Typical Characteristic Curves for AC Wound Rotor Motors (Examples for 0.75 per Unit Horsepower and 20% Total Resistance)
- Fig. 7521.2-1 Inspection for Wheel Wear
- Tables [Go to Page]
- Table 4153.6- 1 Boundary Conditions: Trolley Wheels to Trolley Rails
- Table 4153.6- 2 Boundary Conditions: Bridge Wheels to Crane Runway Rails
- Table 4211- 1 Acceptable Materials and Reference Properties for Structural Components
- Table 4212- 1 Required Cv Energy Values for Structural Materials ( Except Bolting) [ Extracted from Table ND- 2311( a)- 1, Section III, Division 1, 1980 Edition, ASME Boiler and Pressure Vessel Code]
- Table 4221- 1 Acceptable Fastener Materials for Structural Connections for Types I and II Cranes
- Table 4221- 2 Fastener Materials That May Be Galvanized
- Table 4222- 1 Cv Energy Values for Fastener Materials
- Table 4232- 1 Test Temperature for Filler Metal — Charpy V- Notch Impact Tests With 20 ft- lb Average Energy
- Table 4251.5- 1 Exemptions to Mandatory Postweld Heat Treatment
- Table 4311- 1 Maximum Allowable Stresses in Structural Steel Members
- Table 4315- 1 Allowable Stresses for Bolts Other Than ASTM A325 or ASTM A490
- Table 4332.1-1 Value of the Buckling Coefficients, K� and K�, for Plates Supported at Their Four Edges
- Table 5331.1-1 Rated Load Recommended Hoist Speeds
- Table 5332.1- 1 Rated Load Recommended Trolley Speeds
- Table 5333.1- 1 Rated Load Recommended Bridge Speeds
- Table 5413.1- 1 Gearing Allowable Stresses
- Table 5413.1-2 Load Distribution R Factors
- Table 5415.1- 1 Load Combinations — Hoist Drive Shafting
- Table 5452.3-1 Allowable Wheel Loads for Rim-Toughened Crane Wheels, P, lb, for Speed Factor = 1
- Table 5452.3- 2 Speed Factor for Determining Allowable Maximum Wheel Load
- Table 5452.4- 1 Guide for Wheel Flange Width and Height
- Table 5453.1- 1 Load Combinations — Bridge and Trolley Axles
- Table 5454.1- 1 Deflections
- Table 6472.2- 1 Overall Friction Factors ( Antifriction Bearings)
- Table 6472.2- 2 Suggested Acceleration Rates for AC or AV Travel Drives
- Table 6472.2- 3 Suggested Maximum Acceleration Rates
- Table 6472.3- 1 Duty Classes
- Table 7210- 1 Required Inspections or Tests — Type I
- Table 7210- 2 Required Inspections or Tests — Type II
- Table 8100- 1 Applicable Requirements of ASME NQA- 1, Part II, Subpart 2.2, With Modifications of 8000
- MANDATORY APPENDIX I1 ADDITIONAL REQUIREMENTS [Go to Page]
- I- 1100 GENERAL
- I- 4200 MATERIALS AND CONNECTIONS
- Table I- 1180- 1 SI Conversion Factors
- Table I- 1180- 2 Conversion Factors for Weight in Tons
- I- 5100 GENERAL
- MANDATORY APPENDIX II CRITERIA REQUIRED FOR STRUCTURAL QUALIFICATION OF AN EXISTING CRANE BRIDGE FOR USE WITH AN ASME NOG- 1 TYPE I HOIST AND TROLLEY [Go to Page]
- Table II- 1 Criteria Required For Structural Qualification of an Existing Crane Bridge for Use With an ASME NOG- 1 Type I Hoist and Trolley
- Table II- 1 Criteria Required For Structural Qualification of an Existing Crane Bridge for Use With an ASME NOG- 1 Type I Hoist and Trolley ( Cont'd)
- Table II- 1 Criteria Required For Structural Qualification of an Existing Crane Bridge for Use With an ASME NOG- 1 Type I Hoist and Trolley ( Cont'd)
- Table II- 2 Supplemental Criteria Required for Structural Qualification of an Existing Crane Bridge for Use With an ASME NOG- 1 Type I Hoist and Trolley
- NONMANDATORY APPENDIX A1 RECOMMENDED PRACTICES
- NONMANDATORY APPENDIX B1 COMMENTARY [Go to Page]
- B- 4100 GENERAL
- B- 4200 MATERIALS AND CONNECTIONS
- B- 5400 COMPONENT DESIGN
- B- 6400 COMPONENT SELECTION ( TYPES I, II, AND III CRANES)
- Table B- 6472.4- 1 AC Motor Heating Calculation
- NONMANDATORY APPENDIX C NUREG- 0554/ ASME NOG- 1 CONFORMANCE MATRIX [Go to Page]
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd)
- NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont'd) [Go to Page]