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) , 2004
- CONTENTS
- FOREWORD
- COMMITTEE ROSTER
- PREPARATION OF TECHNICAL INQUIRIES TO THE COMMITTEE ON CRANES FOR NUCLEAR FACILITIES
- 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
- 5200 MATERIALS
- 5300 DESIGN AND PERFORMANCE CRITERIA
- 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)
- 6500 ELECTRICAL EQUIPMENT TESTING REQUIREMENTS (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]
- 4154.3-1 Crane Mathematical Model for Seismic Analysis
- 4160-1 Runway Rail Alignment Tolerance
- 5411.5(c)-1 Drum Shell Design
- 5413.1(e)-1 Allowable Yield Strength Say
- 5416.1-1 Typical Single-Hoist Drive Unit
- 5416.1-2 Typical Dual-Hoist Drive Units
- 5420-1 Single Failure-Proof Reeving Example
- 5420-2 Single and Double Reeving
- 5426-1 Drum Fleet Angle
- 5426-2 Sheave Fleet Angle
- 5427.1-1 Proportions for 24:1 Sheave-to-Rope Ratio
- 5427.1-2 Proportions for 30:1 Sheave-to-Rope Ratio
- 5430(a)-1 Arrangement of Crane Trolley Drives
- 5440(a)-1 Arrangement of Crane Bridge Drives
- 5440(a)-2 Arrangement of Polar Cranes
- 5452.4-1 Minimum Flange Widths and Heights
- 5459.3-1 Power or Control Circuit Limit Switch With Geared Upper Limit Switch
- 5459.3-2 Power or Control Circuit Limit Switch
- 5474-1 Allowable Bending Stress
- 5474-2 Allowable Tension or Compression Stress
- 5474-3 Allowable Shear Stress
- 5477-1 Typical Hook Cross-Section
- 5477-2 Fish Hook Configuration
- 5477-3 Equivalent Section
- 5477-4 Sister Hook Without a Pinhole
- 5477-5 Sister Hook With a Pinhole
- 6472.2(c)-1 Ka Factors for AC and Adjustable Voltage DC Motors (Without Field Weakening)
- 6472.2(g)-1 Typical Polar Crane
- 6473(b)-1 Typical Characteristic Curves for AC Wound Rotor Motors (Examples for 0.75 Per Unit hp and 20% Total Resistance)
- 7521.2(f)-1 Inspection for Wheel Wear
- TABLES [Go to Page]
- 4153.7-1 Crane Loading Conditions for Seismic Analysis, Static and Dynamic Load Cases
- 4153.7-2 Representative Maximum Values of the Structural Responses of the Three-Directional Components of Earthquake Motion Plus Static Loads
- 4154.3-1 Restraint Condition at Nodes
- 4211-1 Reference Properties of Acceptable Materials for Structural Components
- 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]
- 4221-1 Reference Properties of Acceptable Fastener Materials for Structural Connections of Type I and Type II Cranes
- 4221-2 Fastener Materials That May Be Galvanized
- 4222-1 Cv Energy Values for Fastener Materials
- 4232-1 Test Temperature for Filler Metal - Charpy V-Notch Impact Tests With 20 ft-lb Average Energy
- 4251.5-1 Exemptions to Mandatory Postweld Heat Treatment
- 4311-1 Maximum Allowable Stresses in Structural Steel Members
- 4315-1 Allowable Stresses for Bolts Other Than ASTM A 325 or A 490
- 4332.1-1 Value of the Buckling Coefficients K and K for Plates Supported at Their Four Edges
- 5331.1-1 Rated Load Recommended Hoist Speeds
- 5332.1-1 Rated Load Recommended Trolley Speeds
- 5333.1-1 Rated Load Recommended Bridge Speeds
- 5413.1(e)-1 Gearing Allowable Stresses
- 5413.1(f)-1 Load Distribution Factors
- 5415.1-1 Load Combinations — Hoist Drive Shafting
- 5452.3-1 Allowable Wheel Loads for Rim-Toughened Crane Wheels P, lb, for Speed Factor p 1
- 5452.3-2 Speed Factor for Determining Allowable Maximum Wheel Load
- 5452.4-1 Guide for Wheel Flange Width and Height
- 5453.1(a)-1 Load Combinations – Bridge and Trolley Axles
- 5454.1(c)-1 Deflections
- 6472.2(a)-1 Overall Friction Factors (Antifriction Bearings)
- 6472.2(b)-1 Suggested Acceleration Rates for AC or AV Travel Drives
- 6472.2(b)-2 Suggested Maximum Acceleration Rates
- 6472.3(b)-1 Duty Classes
- 7200-1 Required Inspections or Tests -- Type I
- 7200-2 Required Inspections or Tests — Type II
- 8000-1 Applicable Requirements of ASME NQA-1, Part II, Subpart 2.2, With Modifications of 8000
- MANDATORY APPENDIX [Go to Page]
- I
- NONMANDATORY APPENDICES [Go to Page]
- A
- B COMMENTARY [Go to Page]
