{"id":354002,"date":"2024-10-20T01:00:50","date_gmt":"2024-10-20T01:00:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-nog-1-2020\/"},"modified":"2024-10-26T01:12:09","modified_gmt":"2024-10-26T01:12:09","slug":"asme-nog-1-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-nog-1-2020\/","title":{"rendered":"ASME NOG 1 2020"},"content":{"rendered":"
This Standard covers electric overhead and gantry multiple girder cranes with top running bridge and trolley used at nuclear facilities and components of cranes at nuclear facilities.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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4<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | ASME COMMITTEE ROSTER <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | CORRESPONDENCE WITH THE COMMITTEEON CRANES FOR NUCLEAR FACILITIES <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | ASME NOG-1\u20132020 SUMMARY OF CHANGES <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Section 1000 Introduction 1100 GENERAL 1110 Scope 1120 Applications 1130 Responsibility Figures Figure 1110-1 Crane Boundary <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 1140 Environmental Conditions (Types I, II, and III Cranes) <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1150 Definitions <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 1160 References <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 1170 Nomenclature 1180 Conversion Factors 1190 Markings <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Section 2000 Quality Assurance 2100 REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Section 3000 Coatings and Finishes 3100 COATING SERVICE LEVELS 3200 SPECIFIC REQUIREMENTS FOR COATING SERVICE LEVELS 3210 Requirements for Coating Service Level I 3220 Requirements for Coating Service Level II 3230 Additional Requirements Applicable to All Coatings <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Section 4000 Requirements for Structural Components 4100 GENERAL 4110 Scope 4120 Nomenclature <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 4130 Description of Loads <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 4140 Load Combinations <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 4150 Seismic Analysis for Types I and II Cranes <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Figure 4153.3-1 Typical Four-Wheel Trolley Model for Seismic Analysis Figure 4153.3-2 Typical Four-Wheel Overhead Crane Model for Seismic Analysis <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Figure 4153.3-3 Typical Four-Wheel Gantry Crane Model for Seismic Analysis Figure 4153.3-4 Typical Four-Wheel Semi-Gantry Crane Model for Seismic Analysis <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Tables Table 4153.6-1 Boundary Conditions: Trolley Wheels to Bridge Rails Table 4153.6-2 Boundary Conditions: Bridge Wheels to Crane Runway Rails <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 4160 Tolerances 4200 MATERIALS AND CONNECTIONS 4210 Base Materials <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Figure 4160-1 Runway Rail Alignment Tolerance <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Table 4211-1 Acceptable Materials and Reference Properties for Structural Components <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 4220 Fastener Materials Table 4212-1 Required Cv Energy Values for Structural Materials (Except Bolting) <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 4230 Welding Materials Table 4221-1 Acceptable Fastener Materials for Structural Connections for Types I and II Cranes Table 4221-2 Fastener Materials That May Be Galvanized <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 4240 Welded Studs 4250 Connections Table 4222-1 Cv Energy Values for Fastener Materials Table 4232-1 Test Temperature for Filler Metal \u2014 Charpy V-Notch Impact Tests With 20 ft-lb Average Energy <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Table 4251.5-1 Exemptions to Mandatory Postweld Heat Treatment <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 4300 DESIGN CRITERIA 4310 Basic Allowable Stresses for Structural Steel Members 4311 Members Not Controlled by Buckling. 4312 Compression Members Controlled by Buckling. 4313 Bending Stress. 4314 Welds. 4315 Bolts Table 4311-1 Maximum Allowable Stresses in Structural Steel Members <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 4320 Combined Stresses 4321 Axial Compression and Bending. 4322 Axial Tension and Bending. 4323 Shear and Tension Table 4315-1 Allowable Stresses for Bolts Other Than ASTM A325 or ASTM A490 <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 4324 Shear and Bending. 4330 Buckling 4331 Local Buckling or Crippling of Flat Plates. 4332 Combined Compression and Shear Buckling. 4332.1 Design Factors in Plate Buckling (DFB). <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 4333 Proportion for Fabricated Box Girders. 4334 Spacing of Transverse Stiffeners. Table 4332.1-1 Value of the Buckling Coefficients, K\u03c3 and K\u03c4, for Plates Supported at Their Four Edges <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 4335 Stiffness of Longitudinal and Transverse Stiffeners. 4340 Allowable Deflections and Cambers 4341 Girder Deflection. 4342 Girder Camber. 4343 Trolley Frame Deflection. 4344 Miscellaneous Structure Deflection. 4345 Gantry and Semigantry Crane Structural Deflection. 4350 Fatigue Requirements 4400 COMPONENT DESIGN 4410 General 4411 Venting. 4412 Drainage. 4413 Stress Concentrations. <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 4420 Bridge Girders 4421 General. 4422 Loading Criteria. 4423 Fabricated Box Girders 4423.1 Proportions. 4423.2 Stiffeners. 4423.3 Diaphragms. 4423.4 Diaphragm Spacing. 4423.5 Diaphragm Thickness. 4424 Single Web Girders. 4430 Trolley Frames 4431 Construction. 4432 Design 4432.1 Trolley Frame. 4432.2 Load Girt. 4433 Axle Failure. 4440 End Trucks and End Ties 4441 End Trucks 4441.1 General. 4441.2 Construction. 4441.3 Design. 4441.4 Axle Failure. 4441.5 Wheel Base. <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 4441.6 Rail Sweeps. 4442 End Ties 4442.1 Construction. 4442.2 Types. 4442.3 Design. 4450 Gantry Frames 4451 General. 4452 Loading Criteria. 4453 Gantry Legs. 4454 Struts and Sills. 4455 Saddles and Equalizer Beams. 4456 Gantry Wheel Base. 4457 Gantry Stability. 4460 Rails 4461 Requirements. <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 4462 Fastening. 4470 Footwalks, Handrails, Platforms, Stairs, and Ladders 4471 General. 4472 Materials. 4473 Design. 4480 Operator\u2019s Cab 4481 General 4482 Materials. 4483 Design. 4484 Construction 4484.1 Enclosed Cabs. 4484.2 Open Cabs. <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Section 5000 Mechanical 5100 GENERAL 5110 Load Spectrum Crane Classification 5120 Hoisting Units <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 5130 Bridge and Trolley Drives 5140 General Mechanical Components 5150 Critical Items 5160 Nomenclature <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 5200 MATERIALS 5210 Material (Type I Crane) 5220 Material (Types II and III Cranes) 5300 DESIGN AND PERFORMANCE CRITERIA 5310 Load Combinations 5320 Allowable Stresses <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 5330 Motion Speeds Table 5331.1-1 Rated Load Recommended Hoist Speeds <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 5400 COMPONENT DESIGN 5410 Hoist System 5411 Drum 5411.1 Description (Type I Cranes). 5411.2 Size (Type I Cranes). 5411.3 Construction (Type I Cranes). Table 5332.1-1 Rated Load Recommended Trolley Speeds Table 5333.1-1 Rated Load Recommended Bridge Speeds <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 5411.4 Grooves (Type I Cranes). 5411.5 Drum Shell Design (Type I Cranes). <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 5411.6 Drum (Types II and III Cranes). 5411.7 Single-Failure-Proof Features (Type I Cranes) Figure 5411.5-1 Drum Shell Design <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | 5411.8 Single-Failure-Proof Features (Types II and III Cranes). 5412 Drive Motors 5412.1 Type I Cranes. 5412.2 Types II and III Cranes. 5413 Gearing 5413.1 Type I Cranes. <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Table 5413.1-1 Gearing Allowable Stresses Table 5413.1-2 Load Distribution R Factors <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Figure 5413.1-1 Allowable Yield Stress, say <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | 5413.2 Types II and III Cranes. 5414 Brakes \u2014 Load and Holding 5414.1 Hoist Control Braking Means (Types I, II, and III Hoists). 5414.2 Hoist Holding Brakes (Type I Hoists). 5414.3 Hoist Holding Brakes (Types II and III Hoists). 5415 Load Combinations \u2014 Hoist Drive Shafting (Types I, II, and III Cranes) 5415.1 Load Combinations, Allowable Stresses, and Service Factors. 5415.2 Computation \u2014 Analysis. 5416 Single-Failure-Proof Features 5416.1 Type I Cranes. Table 5415.1-1 Load Combinations \u2014 Hoist Drive Shafting <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Figure 5416.1-1 Typical Hoist Machinery Arrangement With Emergency Brake <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Figure 5416.1-2 Typical Hoist Machinery Arrangement With Redundant Gear Reducers and Brakes <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | Figure 5416.1-3 Typical Redundant-Hoist Machinery Arrangement <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 5416.2 Types II and III Cranes. 5420 Reeving System Figure 5420-1 Single-Failure-Proof Reeving Example <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | Figure 5420-2 Single and Double Reeving <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 5421 Upper Block 5421.1 Type I Cranes 5421.2 Types II and III Cranes. 5422 Load Block 5422.1 Type I Cranes 5422.2 Types II and III Cranes. 5423 Equalizer Systems 5423.1 Type I Cranes 5423.2 Types II and III Cranes. 5424 Sheave Pins 5424.1 Type I Cranes 5424.2 Types II and III Cranes. <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 5425 Rope Construction, Loads, and Design Factors 5425.1 Type I Cranes 5425.2 Types II and III Cranes. 5426 Fleet Angles 5426.1 Type I Cranes 5426.2 Types II and III Cranes. 5427 Sheaves 5427.1 Type I Cranes. 5427.2 Types II and III Cranes. 5428 Hooks 5428.1 Single-Failure-Proof Features (Type I Cranes). Figure 5426.1-1 Drum Fleet Angle <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 5428.2 Single-Failure-Proof Features (Types II and III Cranes). 5428.3 Analytical Procedure for Curved Beams. 5428.4 Indication of Maximum Sling Angle on Sister Hooks (Types I, II, and III Hoists). 5429 Reeving Efficiency (Types I, II, and III Cranes). 5430 Trolley Drives Figure 5426.1-2 Sheave Fleet Angle <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | Figure 5427.1-1 Proportions for 24:1 Sheave-to-Rope Ratio <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | Figure 5427.1-2 Proportions for 30:1 Sheave-to-Rope Ratio <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | Figure 5430-1 Arrangement of Crane Trolley Drives <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | 5431 Motors \u2014 Trolley 5431.1 Type I Cranes. 5431.2 Types II and III Cranes. 5432 Trolley Travel Gearing 5432.1 General \u2014 Type I Cranes. 5432.2 Types II and III Cranes. 5433 Trolley Brakes 5433.1 Type I Cranes 5433.2 Types II and III Cranes. 5440 Bridge Drives <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Figure 5440-1 Arrangement of Crane Bridge Drives <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | Figure 5440-2 Arrangement of Polar Cranes <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | 5441 Motors \u2014 Bridge 5441.1 Type I Cranes. 5441.2 Types II and III Cranes. 5441.3 Ratings. 5442 Bridge Travel Gearing 5442.1 Type I Cranes. 5442.2 Types II and III Cranes. 5443 Bridge Brakes 5443.1 Type I Cranes 5443.2 Types II and III Cranes. 5450 General Mechanical Components 5451 Couplings (Types I, II, and III Cranes) 5451.1 General 5451.2 Selection <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | 5452 Wheels \u2014 Bridge and Trolley 5452.1 General. 5452.2 Material. 5452.3 Loading. 5452.4 Clearances 5452.5 Wheels With Rotating Axles. 5452.6 Overhung Wheels. 5453 Axles \u2014 Bridge and Trolley 5453.1 General \u2014 Type I Cranes. 5453.2 General \u2014 Type II Cranes. 5453.3 General \u2014 Type III Cranes. 5454 Drive Shafts \u2014 Bridge and Trolley 5454.1 General \u2014 Type I Cranes. 5454.2 General \u2014 Types II and III Cranes. <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Figure 5452.4-1 Minimum Flange Widths and Heights Table 5452.4-1 Guide for Wheel Flange Width and Height <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 5455 Bearings 5455.1 Antifriction Bearings (Type I Cranes) Table 5453.1-1 Load Combinations \u2014 Bridge and Trolley Axles Table 5454.1-1 Deflections <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | 5455.2 Antifriction Bearings (Types II and III Cranes) 5455.3 Sleeve Bearings (Type I Cranes) 5455.4 Sleeve Bearings (Types II and III Cranes). 5456 Fasteners \u2014 Mechanical Components 5456.1 Fastener Restraints 5456.2 Allowable Stresses 5456.3 Mounting of Machinery <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 5457 Gear Cases, Enclosures, and Guards 5457.1 Gear Cases (Type I Cranes) 5457.2 Gear Cases (Types II and III Cranes). 5457.3 Enclosures for Gears (Type I Cranes) 5457.4 Enclosures for Gears (Types II and III Cranes). 5457.5 Guards for Moving Parts (Types I, II, and III Cranes) 5457.6 Guards for Hoisting Ropes (Types I, II, and III Cranes) 5458 Bumpers and Stops 5458.1 Bridge Bumpers (Type I Cranes) <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | 5458.2 Bridge Bumpers (Types II and III Cranes). 5458.3 Trolley Bumpers (Type I Cranes) 5458.4 Trolley Bumpers (Types II and III Cranes). 5458.5 Trolley Stops (Type I Cranes) 5458.6 Trolley Stops (Types II and III Cranes). 5459 Limit Switches 5459.1 Limit Switches (Type I Cranes) 5459.2 Limit Switches (Types II and III Cranes). 5459.3 Clearances. 5460 Lubrication 5461 Type I Cranes <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Figure 5459.3-1 Power or Control Circuit Limit Switch With Geared Upper Limit Switch Figure 5459.3-2 Power or Control Circuit Limit Switch <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | 5462 Types II and III Cranes. 5470 Analytical Procedures 5471 Stress Concentration Factors (Type I Cranes) 5472 Nomenclature. 5473 Working Stresses. 5474 Allowable Stresses. 5475 Service Factors. 5476 Basic Stress Equations <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Figure 5474-1 Allowable Bending Stress <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Figure 5474-2 Allowable Tension or Compression Stress <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | Figure 5474-3 Allowable Shear Stress <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 5477 Analytical Method for Hook of Approximate Trapezoidal Shape (Types I, II, and III Cranes) <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | Figure 5477-1 Typical Hook Cross-Section Figure 5477-2 Fish Hook Configuration <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | Figure 5477-3 Equivalent Section <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | 5480 Seismic Analysis 5481 Type I Cranes 5482 Type II Cranes 5483 Type III Cranes. Figure 5477-4 Sister Hook Without a Pinhole Figure 5477-5 Sister Hook With a Pinhole <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 5500 MISCELLANEOUS 5510 Pendant Hoist and Travel Drives (Types I, II, and III Cranes) 5511 Crane Pendant Mounting. 5512 Messenger Track System 5513 Motorized Traversing. 5514 Vertical Travel of Control Pendant. 5515 Speeds. 5520 Load Weighing Devices (Types I, II, and III Hoists) 5530 Welded Construction 5531 Type I Cranes. 5532 Types II and III Cranes. 5540 Hydraulics (Types I, II, and III Cranes) 5550 Ordering Information <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Section 6000 Electrical Components 6100 GENERAL 6110 Single-Failure-Proof Features (Type I Cranes) 6120 Seismic Considerations (Types I, II, and III Cranes) 6130 Limiting the Use of Specified Materials (Types I, II, and III Cranes) <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 6140 Painting (Types I, II, and III Cranes) 6150 Radiation Exposure [Types I, II, and III Cranes (Para. 1141)] 6160 Environmental Conditions (Types I, II, and III Cranes) 6170 Quality Assurance (Type I Cranes) 6180 Duty Cycle or Duty Class (Types I, II, and III Cranes) 6200 WIRING MATERIALS AND METHODS (TYPES I, II, AND III CRANES) 6210 General <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | 6220 Materials 6230 Wiring Methods <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 6300 PERFORMANCE SPECIFICATIONS (TYPES I, II, AND III CRANES) 6310 General 6320 Hoist 6330 Bridge 6340 Trolley 6400 COMPONENT SELECTION (TYPES I, II, AND III CRANES) 6410 Controllers <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | 6420 Friction Brakes <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 6430 Disconnecting Means 6440 Limit Devices <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 6450 Master Switches, Pushbuttons, and Radio Controls (Types I, II, and III Cranes) 6460 Auxiliary Equipment (Types I, II, and III Cranes) <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 6470 Motors (Types I, II, and III Cranes) <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | Table 6472.2-1 Overall Friction Factors (Antifriction Bearings) <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Table 6472.2-2 Suggested Acceleration Rates for AC or AV Travel Drives <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | Figure 6472.2-1 Ka Factors for AC and Adjustable Voltage DC Motors (Without Field Weakening) <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | Figure 6472.2-2 Typical Polar Crane Table 6472.2-3 Suggested Maximum Acceleration Rates <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | Table 6472.3-1 Duty Classes <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 6480 Conductor Systems (Types I, II, and III Cranes) 6500 ELECTRICAL EQUIPMENT TESTING REQUIREMENTS (TYPES I, II, AND III CRANES) <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | Figure 6473-1 Typical Characteristic Curves for AC Wound Rotor Motors (Examples for 0.75 per Unit Horsepower and 20% Total Resistance) <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | Section 7000 Inspection and Testing 7100 TESTS AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | 7200 MANUFACTURING 7210 Receipt and In-Process Inspection and Testing Requirements 7220 Electrical Documentation 7230 Assembly Inspection Requirements 7240 Electrical Inspection Requirements 7250 Shop No-Load Test <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | Table 7210-1 Required Inspections or Tests \u2014 Type I <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | Table 7210-2 Required Inspections or Tests \u2014 Type II <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 7260 Preparation for Shipment Requirements 7270 Final Verification of Document Requirements 7300 RECEIPT AND STORAGE REQUIREMENTS FOR STORAGE FACILITY AND\/OR SITE 7310 Receiving Inspection <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 7320 Handling Inspection 7330 Storage Inspection 7340 Preparation for Reshipment <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 7400 SITE 7410 Installation <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | 7420 Preoperational Testing and Inspection <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | 7430 Cranes Used for Construction (Types I, II, and III Cranes) 7500 QUALIFICATION FOR PERMANENT PLANT SERVICE 7510 Construction Use Record Review <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 7520 Inspection Prior to Performance Testing Figure 7521.2-1 Inspection for Wheel Wear <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | 7530 Testing Requirements 7540 Modification and Changes 7550 Recertification 7600 DOCUMENTATION <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | Section 8000 Packaging, Shipping, Receiving, Storage, and Handling 8100 GENERAL Table 8100-1 Applicable Requirements of ASME NQA-1\u20131994, Part II, Subpart 2.2, With Modifications of Section 8000 <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | Section 9000 Planned Engineered Lifts 9100 GENERAL 9200 CAPACITY LIMITATIONS 9300 LIFT FREQUENCY LIMITATIONS 9400 INSPECTION FREQUENCY 9500 PLANNED ENGINEERED LIFTS FOR BRIDGE OR GANTRY ONLY <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | 9600 PLANNED ENGINEERED LIFTS FOR HOIST AND TROLLEY ONLY 9700 REQUIRED INTERLOCKS OR STOPS 9800 LOAD TESTING REQUIREMENTS 9900 CRANE WHEEL LOADS <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | MANDATORY APPENDIX I ADDITIONAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Table I-1180-1 SI Conversion Factors <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | Table I-1180-2 Conversion Factors for Weight in Tons <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | Form Form I-5111 Crane Service Data Report Form <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | NONMANDATORY APPENDIX A RECOMMENDED PRACTICES <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | Figure A-3231.2-1 Ambient Conditions Chart <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | NONMANDATORY APPENDIX B COMMENTARY <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | Figure B-5476-1 Plain Pin Figure B-5476-2 Stepped Drive Shaft With Fillet Radius <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | Table B-6472.4-1 AC Motor Heating Calculation <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | NONMANDATORY APPENDIX C NUREG-0554\/ASME NOG-1 CONFORMANCE MATRIX <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | Table C-1 NUREG-0554\/ASME NOG-1 Conformance Matrix <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME NOG-1 – 2020 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)<\/b><\/p>\n |