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ASME NOG 1 2015

ASME NOG 1 2015

$98.04

ASME NOG-1 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)

Published By Publication Date Number of Pages
ASME 2015 188
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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.

PDF Catalog

PDF Pages PDF Title
5 CONTENTS
8 FOREWORD
9 ASME COMMITTEE ROSTER
10 PREPARATION OF TECHNICAL INQUIRIES TO THE COMMITTEE ON CRANES FOR NUCLEAR FACILITIES
11 ASME NOG- 1– 2015 SUMMARY OF CHANGES
13 Section 1000 Introduction
1100 GENERAL
23 Section 2000 Quality Assurance
2100 REQUIREMENTS
24 Section 3000 Coatings and Finishes
3100 COATING SERVICE LEVELS
3200 SPECIFIC REQUIREMENTS FOR COATING SERVICE LEVELS
26 Section 4000 Requirements for Structural Components
4100 GENERAL
30 Figures

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
31 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
33 Tables
Table 4153.6- 1 Boundary Conditions: Trolley Wheels to Trolley Rails
Table 4153.6- 2 Boundary Conditions: Bridge Wheels to Crane Runway Rails
36 4200 MATERIALS AND CONNECTIONS
37 Fig. 4160-1 Runway Rail Alignment Tolerance
38 Table 4211- 1 Acceptable Materials and Reference Properties for Structural Components
39 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
40 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
41 Table 4251.5- 1 Exemptions to Mandatory Postweld Heat Treatment
42 4300 DESIGN CRITERIA
43 Table 4311- 1 Maximum Allowable Stresses in Structural Steel Members
Table 4315- 1 Allowable Stresses for Bolts Other Than ASTM A325 or ASTM A490
46 Table 4332.1-1 Value of the Buckling Coefficients, K� and K�, for Plates Supported at Their Four Edges
47 4400 COMPONENT DESIGN
51 Section 5000 Mechanical
5100 GENERAL
55 Table 5331.1-1 Rated Load Recommended Hoist Speeds
56 5400 COMPONENT DESIGN
Table 5332.1- 1 Rated Load Recommended Trolley Speeds
Table 5333.1- 1 Rated Load Recommended Bridge Speeds
58 Fig. 5411.5-1 Drum Shell Design
60 Fig. 5413.1-1 Allowable Yield Stress, say
61 Table 5413.1- 1 Gearing Allowable Stresses
Table 5413.1-2 Load Distribution R Factors
63 Table 5415.1- 1 Load Combinations — Hoist Drive Shafting
64 Fig. 5416.1-1 Typical Hoist Machinery Arrangement With Emergency Brake
65 Fig. 5416.1-2 Typical Hoist Machinery Arrangement With Redundant Gear Reducers and Brakes
66 Fig. 5416.1-3 Typical Redundant-Hoist Machinery Arrangement
67 Fig. 5420-1 Single-Failure-Proof Reeving Example
68 Fig. 5420-2 Single and Double Reeving
69 Fig. 5426.1-1 Drum Fleet Angle
70 Fig. 5426.1-2 Sheave Fleet Angle
71 Fig. 5427.1-1 Proportions for 24:1 Sheave-to-Rope Ratio
72 Fig. 5427.1-2 Proportions for 30:1 Sheave-to-Rope Ratio
73 Fig. 5430-1 Arrangement of Crane Trolley Drives
75 Fig. 5440-1 Arrangement of Crane Bridge Drives
76 Fig. 5440-2 Arrangement of Polar Cranes
79 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
80 Fig. 5452.4-1 Minimum Flange Widths and Heights
81 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
85 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
87 Fig. 5474-1 Allowable Bending Stress
88 Fig. 5474-2 Allowable Tension or Compression Stress
89 Fig. 5474-3 Allowable Shear Stress
90 Fig. 5477-1 Typical Hook Cross-Section
Fig. 5477-2 Fish Hook Configuration
91 Fig. 5477-3 Equivalent Section
92 Fig. 5477-4 Sister Hook Without a Pinhole
Fig. 5477-5 Sister Hook With a Pinhole
93 5500 MISCELLANEOUS
95 Section 6000 Electrical Components
6100 GENERAL
96 6200 WIRING MATERIALS AND METHODS ( TYPES I, II, AND III CRANES)
97 6300 PERFORMANCE SPECIFICATIONS ( TYPES I, II, AND III CRANES)
98 6400 COMPONENT SELECTION ( TYPES I, II, AND III CRANES)
105 Table 6472.2- 1 Overall Friction Factors ( Antifriction Bearings)
106 Table 6472.2- 2 Suggested Acceleration Rates for AC or AV Travel Drives
Table 6472.2- 3 Suggested Maximum Acceleration Rates
107 Fig. 6472.2-1 Ka Factors for AC and Adjustable Voltage DC Motors (Without Field Weakening)
108 Fig. 6472.2-2 Typical Polar Crane
109 Table 6472.3- 1 Duty Classes
111 Fig. 6473-1 Typical Characteristic Curves for AC Wound Rotor Motors (Examples for 0.75 per Unit Horsepower and 20% Total Resistance)
113 Section 7000 Inspection and Testing
7100 TESTS AND ACCEPTANCE CRITERIA
114 7200 MANUFACTURING
115 Table 7210- 1 Required Inspections or Tests — Type I
118 Table 7210- 2 Required Inspections or Tests — Type II
119 7300 RECEIPT AND STORAGE REQUIREMENTS FOR STORAGE FACILITY AND/ OR SITE
120 7400 SITE
123 7500 QUALIFICATION FOR PERMANENT PLANT SERVICE
124 Fig. 7521.2-1 Inspection for Wheel Wear
125 7600 DOCUMENTATION
126 Section 8000 Packaging, Shipping, Receiving, Storage, and Handling
8100 GENERAL
Table 8100- 1 Applicable Requirements of ASME NQA- 1, Part II, Subpart 2.2, With Modifications of 8000
127 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
128 9600 PLANNED ENGINEERED LIFTS FOR HOIST AND TROLLEY ONLY
9700 REQUIRED INTERLOCKS OR STOPS
9800 LOAD TESTING REQUIREMENTS
9900 CRANE WHEEL LOADS
129 MANDATORY APPENDIX I1 ADDITIONAL REQUIREMENTS
I- 1100 GENERAL
I- 4200 MATERIALS AND CONNECTIONS
130 Table I- 1180- 1 SI Conversion Factors
Table I- 1180- 2 Conversion Factors for Weight in Tons
I- 5100 GENERAL
132 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
133 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
134 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)
135 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)
136 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
137 NONMANDATORY APPENDIX A1 RECOMMENDED PRACTICES
142 NONMANDATORY APPENDIX B1 COMMENTARY
B- 4100 GENERAL
B- 4200 MATERIALS AND CONNECTIONS
144 B- 5400 COMPONENT DESIGN
146 B- 6400 COMPONENT SELECTION ( TYPES I, II, AND III CRANES)
147 Table B- 6472.4- 1 AC Motor Heating Calculation
148 NONMANDATORY APPENDIX C NUREG- 0554/ ASME NOG- 1 CONFORMANCE MATRIX
149 NUREG- 0554/ ASME NOG- 1 Conformance Matrix
150 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
151 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
152 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
153 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
154 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
155 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
156 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
157 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
158 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
159 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
160 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
161 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
162 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
163 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
164 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
165 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
166 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
167 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
168 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
169 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
170 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
171 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
172 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
173 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
174 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
175 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
176 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
177 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
178 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
179 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
180 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
181 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
182 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)
183 NUREG- 0554/ ASME NOG- 1 Conformance Matrix ( Cont’d)

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