{"id":137715,"date":"2024-10-19T07:57:35","date_gmt":"2024-10-19T07:57:35","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-nog-1-2015\/"},"modified":"2024-10-25T00:08:42","modified_gmt":"2024-10-25T00:08:42","slug":"asme-nog-1-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-nog-1-2015\/","title":{"rendered":"ASME NOG 1 2015"},"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 Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
5<\/td>\nCONTENTS <\/td>\n<\/tr>\n
8<\/td>\nFOREWORD <\/td>\n<\/tr>\n
9<\/td>\nASME COMMITTEE ROSTER <\/td>\n<\/tr>\n
10<\/td>\nPREPARATION OF TECHNICAL INQUIRIES TO THE COMMITTEE ON CRANES FOR NUCLEAR FACILITIES <\/td>\n<\/tr>\n
11<\/td>\nASME NOG- 1\u2013 2015 SUMMARY OF CHANGES <\/td>\n<\/tr>\n
13<\/td>\nSection 1000 Introduction
1100 GENERAL <\/td>\n<\/tr>\n
23<\/td>\nSection 2000 Quality Assurance
2100 REQUIREMENTS <\/td>\n<\/tr>\n
24<\/td>\nSection 3000 Coatings and Finishes
3100 COATING SERVICE LEVELS
3200 SPECIFIC REQUIREMENTS FOR COATING SERVICE LEVELS <\/td>\n<\/tr>\n
26<\/td>\nSection 4000 Requirements for Structural Components
4100 GENERAL <\/td>\n<\/tr>\n
30<\/td>\nFigures
\n
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 <\/td>\n<\/tr>\n
31<\/td>\nFig. 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 <\/td>\n<\/tr>\n
33<\/td>\nTables
Table 4153.6- 1 Boundary Conditions: Trolley Wheels to Trolley Rails
Table 4153.6- 2 Boundary Conditions: Bridge Wheels to Crane Runway Rails <\/td>\n<\/tr>\n
36<\/td>\n4200 MATERIALS AND CONNECTIONS <\/td>\n<\/tr>\n
37<\/td>\nFig. 4160-1 Runway Rail Alignment Tolerance <\/td>\n<\/tr>\n
38<\/td>\nTable 4211- 1 Acceptable Materials and Reference Properties for Structural Components <\/td>\n<\/tr>\n
39<\/td>\nTable 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 <\/td>\n<\/tr>\n
40<\/td>\nTable 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 \u2014 Charpy V- Notch Impact Tests With 20 ft- lb Average Energy <\/td>\n<\/tr>\n
41<\/td>\nTable 4251.5- 1 Exemptions to Mandatory Postweld Heat Treatment <\/td>\n<\/tr>\n
42<\/td>\n4300 DESIGN CRITERIA <\/td>\n<\/tr>\n
43<\/td>\nTable 4311- 1 Maximum Allowable Stresses in Structural Steel Members
Table 4315- 1 Allowable Stresses for Bolts Other Than ASTM A325 or ASTM A490 <\/td>\n<\/tr>\n
46<\/td>\nTable 4332.1-1 Value of the Buckling Coefficients, K\ufffd and K\ufffd, for Plates Supported at Their Four Edges <\/td>\n<\/tr>\n
47<\/td>\n4400 COMPONENT DESIGN <\/td>\n<\/tr>\n
51<\/td>\nSection 5000 Mechanical
5100 GENERAL <\/td>\n<\/tr>\n
55<\/td>\nTable 5331.1-1 Rated Load Recommended Hoist Speeds <\/td>\n<\/tr>\n
56<\/td>\n5400 COMPONENT DESIGN
Table 5332.1- 1 Rated Load Recommended Trolley Speeds
Table 5333.1- 1 Rated Load Recommended Bridge Speeds <\/td>\n<\/tr>\n
58<\/td>\nFig. 5411.5-1 Drum Shell Design <\/td>\n<\/tr>\n
60<\/td>\nFig. 5413.1-1 Allowable Yield Stress, say <\/td>\n<\/tr>\n
61<\/td>\nTable 5413.1- 1 Gearing Allowable Stresses
Table 5413.1-2 Load Distribution R Factors <\/td>\n<\/tr>\n
63<\/td>\nTable 5415.1- 1 Load Combinations \u2014 Hoist Drive Shafting <\/td>\n<\/tr>\n
64<\/td>\nFig. 5416.1-1 Typical Hoist Machinery Arrangement With Emergency Brake <\/td>\n<\/tr>\n
65<\/td>\nFig. 5416.1-2 Typical Hoist Machinery Arrangement With Redundant Gear Reducers and Brakes <\/td>\n<\/tr>\n
66<\/td>\nFig. 5416.1-3 Typical Redundant-Hoist Machinery Arrangement <\/td>\n<\/tr>\n
67<\/td>\nFig. 5420-1 Single-Failure-Proof Reeving Example <\/td>\n<\/tr>\n
68<\/td>\nFig. 5420-2 Single and Double Reeving <\/td>\n<\/tr>\n
69<\/td>\nFig. 5426.1-1 Drum Fleet Angle <\/td>\n<\/tr>\n
70<\/td>\nFig. 5426.1-2 Sheave Fleet Angle <\/td>\n<\/tr>\n
71<\/td>\nFig. 5427.1-1 Proportions for 24:1 Sheave-to-Rope Ratio <\/td>\n<\/tr>\n
72<\/td>\nFig. 5427.1-2 Proportions for 30:1 Sheave-to-Rope Ratio <\/td>\n<\/tr>\n
73<\/td>\nFig. 5430-1 Arrangement of Crane Trolley Drives <\/td>\n<\/tr>\n
75<\/td>\nFig. 5440-1 Arrangement of Crane Bridge Drives <\/td>\n<\/tr>\n
76<\/td>\nFig. 5440-2 Arrangement of Polar Cranes <\/td>\n<\/tr>\n
79<\/td>\nTable 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
80<\/td>\nFig. 5452.4-1 Minimum Flange Widths and Heights <\/td>\n<\/tr>\n
81<\/td>\nTable 5452.4- 1 Guide for Wheel Flange Width and Height
Table 5453.1- 1 Load Combinations \u2014 Bridge and Trolley Axles
Table 5454.1- 1 Deflections <\/td>\n<\/tr>\n
85<\/td>\nFig. 5459.3-1 Power or Control Circuit Limit Switch With Geared Upper Limit Switch
Fig. 5459.3-2 Power or Control Circuit Limit Switch <\/td>\n<\/tr>\n
87<\/td>\nFig. 5474-1 Allowable Bending Stress <\/td>\n<\/tr>\n
88<\/td>\nFig. 5474-2 Allowable Tension or Compression Stress <\/td>\n<\/tr>\n
89<\/td>\nFig. 5474-3 Allowable Shear Stress <\/td>\n<\/tr>\n
90<\/td>\nFig. 5477-1 Typical Hook Cross-Section
Fig. 5477-2 Fish Hook Configuration <\/td>\n<\/tr>\n
91<\/td>\nFig. 5477-3 Equivalent Section <\/td>\n<\/tr>\n
92<\/td>\nFig. 5477-4 Sister Hook Without a Pinhole
Fig. 5477-5 Sister Hook With a Pinhole <\/td>\n<\/tr>\n
93<\/td>\n5500 MISCELLANEOUS <\/td>\n<\/tr>\n
95<\/td>\nSection 6000 Electrical Components
6100 GENERAL <\/td>\n<\/tr>\n
96<\/td>\n6200 WIRING MATERIALS AND METHODS ( TYPES I, II, AND III CRANES) <\/td>\n<\/tr>\n
97<\/td>\n6300 PERFORMANCE SPECIFICATIONS ( TYPES I, II, AND III CRANES) <\/td>\n<\/tr>\n
98<\/td>\n6400 COMPONENT SELECTION ( TYPES I, II, AND III CRANES) <\/td>\n<\/tr>\n
105<\/td>\nTable 6472.2- 1 Overall Friction Factors ( Antifriction Bearings) <\/td>\n<\/tr>\n
106<\/td>\nTable 6472.2- 2 Suggested Acceleration Rates for AC or AV Travel Drives
Table 6472.2- 3 Suggested Maximum Acceleration Rates <\/td>\n<\/tr>\n
107<\/td>\nFig. 6472.2-1 Ka Factors for AC and Adjustable Voltage DC Motors (Without Field Weakening) <\/td>\n<\/tr>\n
108<\/td>\nFig. 6472.2-2 Typical Polar Crane <\/td>\n<\/tr>\n
109<\/td>\nTable 6472.3- 1 Duty Classes <\/td>\n<\/tr>\n
111<\/td>\nFig. 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
113<\/td>\nSection 7000 Inspection and Testing
7100 TESTS AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
114<\/td>\n7200 MANUFACTURING <\/td>\n<\/tr>\n
115<\/td>\nTable 7210- 1 Required Inspections or Tests \u2014 Type I <\/td>\n<\/tr>\n
118<\/td>\nTable 7210- 2 Required Inspections or Tests \u2014 Type II <\/td>\n<\/tr>\n
119<\/td>\n7300 RECEIPT AND STORAGE REQUIREMENTS FOR STORAGE FACILITY AND\/ OR SITE <\/td>\n<\/tr>\n
120<\/td>\n7400 SITE <\/td>\n<\/tr>\n
123<\/td>\n7500 QUALIFICATION FOR PERMANENT PLANT SERVICE <\/td>\n<\/tr>\n
124<\/td>\nFig. 7521.2-1 Inspection for Wheel Wear <\/td>\n<\/tr>\n
125<\/td>\n7600 DOCUMENTATION <\/td>\n<\/tr>\n
126<\/td>\nSection 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 <\/td>\n<\/tr>\n
127<\/td>\nSection 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
128<\/td>\n9600 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
129<\/td>\nMANDATORY APPENDIX I1 ADDITIONAL REQUIREMENTS
I- 1100 GENERAL
I- 4200 MATERIALS AND CONNECTIONS <\/td>\n<\/tr>\n
130<\/td>\nTable I- 1180- 1 SI Conversion Factors
Table I- 1180- 2 Conversion Factors for Weight in Tons
I- 5100 GENERAL <\/td>\n<\/tr>\n
132<\/td>\nMANDATORY 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
133<\/td>\nTable 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
134<\/td>\nTable 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) <\/td>\n<\/tr>\n
135<\/td>\nTable 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) <\/td>\n<\/tr>\n
136<\/td>\nTable 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
137<\/td>\nNONMANDATORY APPENDIX A1 RECOMMENDED PRACTICES <\/td>\n<\/tr>\n
142<\/td>\nNONMANDATORY APPENDIX B1 COMMENTARY
B- 4100 GENERAL
B- 4200 MATERIALS AND CONNECTIONS <\/td>\n<\/tr>\n
144<\/td>\nB- 5400 COMPONENT DESIGN <\/td>\n<\/tr>\n
146<\/td>\nB- 6400 COMPONENT SELECTION ( TYPES I, II, AND III CRANES) <\/td>\n<\/tr>\n
147<\/td>\nTable B- 6472.4- 1 AC Motor Heating Calculation <\/td>\n<\/tr>\n
148<\/td>\nNONMANDATORY APPENDIX C NUREG- 0554\/ ASME NOG- 1 CONFORMANCE MATRIX <\/td>\n<\/tr>\n
149<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix <\/td>\n<\/tr>\n
150<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
151<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
152<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
153<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
154<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
155<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
156<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
157<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
158<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
159<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
160<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
161<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
162<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
163<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
164<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
165<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
166<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
167<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
168<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
169<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
170<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
171<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
172<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
173<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
174<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
175<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
176<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
177<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
178<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
179<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
180<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
181<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
182<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n
183<\/td>\nNUREG- 0554\/ ASME NOG- 1 Conformance Matrix ( Cont’d) <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME NOG-1 Rules for Construction of Overhead and Gantry Cranes (Top Running Bridge, Multiple Girder)<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2015<\/td>\n188<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":137716,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-137715","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asme","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/137715","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/137716"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=137715"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=137715"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=137715"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}