None<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 5<\/td>\n | CONTENTS FIGURES <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | FIGURES TABLES <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | FIGURES TABLES <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | FIGURES TABLES <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | LIST OF SECTIONS <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | STATEMENTS OF POLICY <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | PERSONNEL <\/td>\n<\/tr>\n | ||||||
| 27<\/td>\n | ORGANIZATION OF SECTION III 1 GENERAL 2 SUBSECTIONS 3 ARTICLES 4 SUBARTICLES 5 SUBSUBARTICLES 6 PARAGRAPHS 7 SUBPARAGRAPHS <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | 8 SUBSUBPARAGRAPHS 9 REFERENCES <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | SUMMARY OF CHANGES <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | LIST OF CHANGES IN RECORD NUMBER ORDER <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | ARTICLE NF- 1000 INTRODUCTION NF- 1100 SCOPE AND GENERAL REQUIREMENTS NF-1110 ASPECTS OF CONSTRUCTION COVERED BY THESE RULES NF-1120 RULES FOR SUPPORTS AND THEIR CLASSIFICATION <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | NF-1130 BOUNDARIES OF JURISDICTION NF- 1200 TYPES OF SUPPORTS AND ATTACHMENTS NF-1210 TYPES OF SUPPORTS <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | NF-1132-1 TYPICAL EXAMPLES OF JURISDICTIONAL BOUNDARIES BETWEEN PIPING SUPPORTS AND THE BUILDING STRUCTURE <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | NF-1132-2 TYPICAL EXAMPLE OF JURISDICTIONAL BOUNDARY BETWEEN COMPONENT SUPPORT AND THE BUILDING STRUCTURE <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | NF-1214-1 TYPICAL STANDARD SUPPORT UNITS <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | NF-1230 WELDING BETWEEN TYPES OF SUPPORTS NF-1240 ATTACHMENTS <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | ARTICLE NF- 2000 MATERIAL NF- 2100 GENERAL REQUIREMENTS FOR MATERIAL NF-2110 SCOPE OF PRINCIPAL TERMS EMPLOYED NF-2120 SUPPORT MATERIAL <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | NF-2121(a)-1MATERIAL TABLES REQUIRED FOR SUPPORTS <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | NF-2130 CERTIFICATION OF MATERIAL NF-2140 WELDING MATERIAL NF-2150 MATERIAL IDENTIFICATION NF-2160 DETERIORATION OF MATERIAL IN SERVICE NF-2170 HEAT TREATMENT TO ENHANCE IMPACT PROPERTIES NF-2180 PROCEDURES FOR HEAT TREATMENT OF MATERIAL NF- 2200 MATERIAL TEST COUPONS AND SPECIMENS FOR FERRITIC STEEL MATERIAL NF-2210 HEAT TREATMENT REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | NF-2220 PROCEDURE FOR OBTAININGTEST COUPONS ANDSPECIMENS FOR QUENCHEDAND TEMPERED MATERIAL <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | NF- 2300 FRACTURE TOUGHNESS REQUIREMENTS FOR MATERIAL NF-2310 MATERIAL TO BE IMPACT TESTED <\/td>\n<\/tr>\n | ||||||
| 45<\/td>\n | NF-2320 IMPACT TEST PROCEDURES NF-2330 TEST REQUIREMENTS ANDACCEPTANCE STANDARDS NF-2311(b)-1EXEMPTIONS FROM IMPACT TESTING UNDERNF-2311(b)(9) AND (10) FOR MATERIALTHICKNESS TO 21\u20442 in. (64 mm), INCLUSIVE <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | NF-2311(b)-1 IMPACT TEST EXEMPTION CURVES FOR MATERIALS FOR CLASS 2, 3, AND MC SUPPORTS <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | NF-2340 NUMBER OF IMPACT TESTSREQUIRED NF-2331(a)-1REQUIRED Cv LATERAL EXPANSION VALUESFOR CLASS 1 SUPPORT MATERIALOTHER THAN BOLTING NF-2331(a)-2REQUIRED Cv LATERAL EXPANSION VALUESFOR CLASS 2 AND MC SUPPORT MATERIALOTHER THAN BOLTING NF-2331(a)-3REQUIRED Cv LATERAL EXPANSION VALUES FORCLASS 3 SUPPORT MATERIAL OTHER THAN BOLTING <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | NF-2350 RETESTS NF-2331(a)-4REQUIRED Cv ENERGY VALUES FOR CLASS 1 SUPPORT MATERIAL OTHER THAN BOLTING <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | NF-2331(a)-1 REQUIRED Cv ENERGY VALUES FOR CLASS 2 AND MC SUPPORTMATERIAL OTHER THAN BOLTING <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | NF-2331(a)-2 REQUIRED Cv ENERGY VALUES FOR CLASS 3 SUPPORT MATERIALOTHER THAN BOLTING <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | NF-2360 CALIBRATION OF INSTRUMENTSAND EQUIPMENT NF- 2400 WELDING MATERIAL NF-2410 GENERAL REQUIREMENTS NF-2420 REQUIRED TESTS <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | NF-2430 WELD METAL TESTS <\/td>\n<\/tr>\n | ||||||
| 55<\/td>\n | NF-2432.1-1SAMPLING OF WELDING MATERIALS FORCHEMICAL ANALYSIS NF-2432.2(a)-1WELDING MATERIAL CHEMICAL ANALYSIS <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | NF-2440 STORAGE AND HANDLING OFWELDING MATERIAL NF- 2500 EXAMINATION AND REPAIR OF MATERIAL NF-2510 EXAMINATION AND REPAIR OFMATERIAL OTHER THAN BOLTING NF-2520 REQUIRED EXAMINATION ANDACCEPTANCE STANDARDS FORCLASS 1 SPRINGS NF-2530 REQUIRED EXAMINATION ANDACCEPTANCE STANDARDS FORCOILED WIRE ROPE USED AS ASPRING NF-2580 EXAMINATION OF BOLTINGMATERIAL AND RODS7 <\/td>\n<\/tr>\n | ||||||
| 57<\/td>\n | NF-2433.1-1 DELTA FERRITE CONTENT <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | NF- 2600 MATERIAL MANUFACTURER’S QUALITY SYSTEM PROGRAMS NF-2610 DOCUMENTATION ANDMAINTENANCE OF QUALITYSYSTEM PROGRAMS <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | ARTICLE NF- 3000 DESIGN NF- 3100 GENERAL DESIGN REQUIREMENTS NF-3110 LOADING CRITERIA NF-3120 DESIGN CONSIDERATIONS <\/td>\n<\/tr>\n | ||||||
| 61<\/td>\n | NF-3130 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | NF-3131(a)-1REFERENCE PARAGRAPHS FOR PROCEDURES FOR DESIGN OFCOMPONENT SUPPORTS, PIPING SUPPORTS, AND STANDARD SUPPORTS <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | NF-3140 GENERAL DESIGN PROCEDURES NF- 3200 DESIGN RULES FOR PLATE-AND SHELL- TYPE SUPPORTS NF-3210 GENERAL REQUIREMENTS NF-3220 DESIGN BY ANALYSIS FOR CLASS 1 <\/td>\n<\/tr>\n | ||||||
| 64<\/td>\n | NF-3221.2-1ELASTIC ANALYSIS STRESS CATEGORIES AND STRESS LIMIT FACTORS FOR CLASS 1 PLATE- AND SHELL-TYPESUPPORTS DESIGNED BY ANALYSIS <\/td>\n<\/tr>\n | ||||||
| 66<\/td>\n | NF-3225.2-1STRESS LIMIT FACTORSFOR CLASS 1, 2, 3, AND MC BOLT DESIGN BY ANALYSIS <\/td>\n<\/tr>\n | ||||||
| 67<\/td>\n | NF-3226.1-1 PERMISSIBLE WELDED JOINTS FOR CLASS 1 PLATE- AND SHELL-TYPE SUPPORTS <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | NF-3226.1(a)-1 TYPICAL WELD DETAILS REFERENCED <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | NF-3250 DESIGN BY ANALYSIS FOR CLASS 2AND MC NF-3226.1(a)-2 BUTT WELDING OF PLATES OF UNEQUAL THICKNESS <\/td>\n<\/tr>\n | ||||||
| 71<\/td>\n | NF-3251.2-1ELASTIC ANALYSIS STRESS CATEGORIES AND STRESS LIMIT FACTORS FOR CLASS 2, 3, AND MC PLATE- ANDSHELL-TYPE SUPPORTS DESIGNED BY ANALYSIS <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | NF-3256.1-1 PERMISSIBLE WELDED JOINTS FOR CLASS 2, 3, AND MC PLATE- ANDSHELL-TYPE SUPPORTS <\/td>\n<\/tr>\n | ||||||
| 73<\/td>\n | NF-3260 DESIGN BY ANALYSIS FOR CLASS 3 NF-3270 EXPERIMENTAL STRESS ANALYSIS NF-3280 DESIGN BY LOAD RATING <\/td>\n<\/tr>\n | ||||||
| 74<\/td>\n | NF- 3300 DESIGN RULES FOR LINEAR-TYPE SUPPORTS NF-3310 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | NF-3312.1(b)-1ELASTIC ANALYSIS STRESS CATEGORIES AND STRESS LIMIT FACTORS FOR CLASS 1, 2, 3, AND MCLINEAR-TYPE SUPPORTS DESIGNED BY ANALYSIS <\/td>\n<\/tr>\n | ||||||
| 78<\/td>\n | NF-3320 DESIGN BY LINEAR ELASTICANALYSIS FOR CLASS 1 <\/td>\n<\/tr>\n | ||||||
| 84<\/td>\n | NF-3322.2(e)(2)-1LIMITING PROPORTIONS FOR CHANNELS AND TEES <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | NF-3324.1(a)(1) TYPICAL FRICTION-TYPE CONNECTIONS USING HIGH STRENGTH BOLTS <\/td>\n<\/tr>\n | ||||||
| 95<\/td>\n | NF-3324.5(a)-1ALLOWABLE STRESS LIMITS FOR CLASS 1 LINEAR-TYPE SUPPORT WELDS <\/td>\n<\/tr>\n | ||||||
| 98<\/td>\n | NF-3330 HIGH CYCLE FATIGUE DESIGNFOR CLASS 1 NF-3324.6(a)(4)-1EFFECTIVE SLIP COEFFICIENT VERSUSSURFACE CONDITION NF-3324.6(b)(1)-1MINIMUM EDGE DISTANCES <\/td>\n<\/tr>\n | ||||||
| 99<\/td>\n | NF-3340 LIMIT ANALYSIS DESIGN FORCLASS 1 NF-3332.2-1CLASSIFICATION OF LOADING CONDITIONS <\/td>\n<\/tr>\n | ||||||
| 100<\/td>\n | NF-3332.3-1STRESS CATEGORIES <\/td>\n<\/tr>\n | ||||||
| 104<\/td>\n | NF-3332.3-1 ILLUSTRATIVE EXAMPLES <\/td>\n<\/tr>\n | ||||||
| 106<\/td>\n | NF-3332.4-1ALLOWABLE STRESS RANGES <\/td>\n<\/tr>\n | ||||||
| 108<\/td>\n | NF-3350 DESIGN BY ANALYSIS FOR CLASS 2AND MC NF-3360 DESIGN BY ANALYSIS FOR CLASS 3 NF-3370 EXPERIMENTAL STRESS ANALYSIS NF-3380 DESIGN BY LOAD RATING <\/td>\n<\/tr>\n | ||||||
| 109<\/td>\n | NF- 3400 DESIGN RULES FOR STANDARD SUPPORTS NF-3410 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | NF-3420 DESIGN BY ANALYSIS FOR CLASS 1 NF-3450 DESIGN BY ANALYSIS FOR CLASS 2 <\/td>\n<\/tr>\n | ||||||
| 112<\/td>\n | NF-3460 DESIGN BY ANALYSIS FOR CLASS 3 NF-3470 DESIGN BY EXPERIMENTALSTRESS ANALYSIS NF-3480 PROCEDURE FOR LOAD RATING NF- 3500 DESIGN RULES FOR COMPONENT SUPPORTS NF-3510 GENERAL REQUIREMENTS NF-3426.1-1 ADDITIONAL PERMISSIBLE WELDED JOINTS FOR CLASS 1 STANDARD SUPPORTS <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | NF-3520 DESIGN BY ANALYSIS FOR CLASS 1 NF-3550 DESIGN BY ANALYSIS FOR CLASS2, 3, AND MC NF-3570 EXPERIMENTAL STRESS ANALYSIS NF-3580 DESIGN BY LOAD RATING NF- 3600 DESIGN RULES FOR PIPING SUPPORTS NF-3610 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 114<\/td>\n | NF-3620 DESIGN BY ANALYSIS FOR CLASS 1 NF-3611-1SUGGESTED PIPING SUPPORT SPACING <\/td>\n<\/tr>\n | ||||||
| 115<\/td>\n | NF-3650 DESIGN BY ANALYSIS FOR CLASS 2AND 3 NF-3626(a)-1 ADDITIONAL PERMISSIBLEWELDED JOINTS FOR CLASS 1 PIPING SUPPORTS <\/td>\n<\/tr>\n | ||||||
| 116<\/td>\n | NF-3670 EXPERIMENTAL STRESS ANALYSIS NF-3680 DESIGN BY LOAD RATING <\/td>\n<\/tr>\n | ||||||
| 117<\/td>\n | ARTICLE NF- 4000 FABRICATION AND INSTALLATION NF- 4100 GENERAL REQUIREMENTS NF-4110 INTRODUCTION NF-4120 CERTIFICATION OF MATERIALSAND FABRICATION BY SUPPORTCERTIFICATE HOLDER NF-4130 REPAIR OF MATERIAL <\/td>\n<\/tr>\n | ||||||
| 118<\/td>\n | NF- 4200 FORMING, FITTING, AND ALIGNING NF-4210 CUTTING, FORMING, AND BENDING <\/td>\n<\/tr>\n | ||||||
| 119<\/td>\n | NF-4220 SUPPORT TOLERANCES NF-4230 FITTING AND ALIGNING <\/td>\n<\/tr>\n | ||||||
| 120<\/td>\n | NF-4240 REQUIREMENTS FOR WELDEDJOINTS NF- 4300 WELDING QUALIFICATIONS NF-4310 GENERAL REQUIREMENTS NF-4320 WELDING QUALIFICATIONS ANDRECORDS NF-4240 REQUIREMENTS FOR WELDEDJOINTS NF-4232-1MAXIMUM ALLOWABLE OFFSET INFINAL BUTT WELDED JOINTS <\/td>\n<\/tr>\n | ||||||
| 121<\/td>\n | NF-4330 GENERAL REQUIREMENTS FORWELDING PROCEDUREQUALIFICATION TESTS <\/td>\n<\/tr>\n | ||||||
| 123<\/td>\n | NF- 4400 RULES GOVERNING MAKING AND REPAIRING WELDS NF-4410 PRECAUTIONS TO BE TAKENBEFORE WELDING <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | NF-4420 RULES FOR MAKING WELDEDJOINTS NF-4430 WELDING OF ATTACHMENTS <\/td>\n<\/tr>\n | ||||||
| 125<\/td>\n | NF-4427-1 FILLET WELD DIMENSIONS <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | NF-4440 SPECIAL REQUIREMENTS FORWELDING NF-4450 REPAIR OF WELD METAL DEFECTS NF-4441-1 WELD JOINT PRODUCINGTHROUGH-THICKNESS LOADING <\/td>\n<\/tr>\n | ||||||
| 127<\/td>\n | NF- 4500 BRAZING NF-4510 RULES FOR BRAZING NF- 4600 HEAT TREATMENT NF-4610 WELDING PREHEAT ANDINTERPASS REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | NF-4620 POSTWELD HEAT TREATMENT <\/td>\n<\/tr>\n | ||||||
| 129<\/td>\n | NF-4622.1-1MANDATORY REQUIREMENTS FOR POSTWELD HEAT TREATMENT (PWHT) OF WELDS <\/td>\n<\/tr>\n | ||||||
| 130<\/td>\n | NF-4622.4(c)-1ALTERNATIVE HOLDING TEMPERATURESAND TIMES <\/td>\n<\/tr>\n | ||||||
| 131<\/td>\n | NF-4622.7(b)-1EXEMPTIONS TO MANDATORY PWHT <\/td>\n<\/tr>\n | ||||||
| 132<\/td>\n | NF-4660 HEAT TREATMENT OFELECTROSLAG WELDS NF- 4700 REQUIREMENTS FOR BOLTED CONSTRUCTION NF-4710 BOLTING AND THREADING <\/td>\n<\/tr>\n | ||||||
| 133<\/td>\n | NF-4720 BOLTING NF-4721(a)-1BOLT HOLE SIZES NF-4721(b)-1TOLERANCES ON OVERSIZED HOLES <\/td>\n<\/tr>\n | ||||||
| 135<\/td>\n | ARTICLE NF- 5000 EXAMINATION NF- 5100 GENERAL REQUIREMENTS FOR EXAMINATION NF-5110 PROCEDURES, QUALIFICATIONS,AND EVALUATIONS NF-5120 TIME OF EXAMINATION OF WELDS NF- 5200 REQUIRED EXAMINATION OF WELDS NF-5210 EXAMINATION OF CLASS 1SUPPORT WELDS <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | NF-5220 EXAMINATION OF CLASS 2 ANDMC SUPPORT WELDS NF-5230 EXAMINATION OF CLASS 3SUPPORT WELDS NF-5240 INERTIA AND CONTINUOUS DRIVEFRICTION WELDS <\/td>\n<\/tr>\n | ||||||
| 137<\/td>\n | NF- 5300 ACCEPTANCE STANDARDS NF-5320 RADIOGRAPHIC ACCEPTANCESTANDARDS NF-5330 ULTRASONIC ACCEPTANCESTANDARDS NF-5340 MAGNETIC PARTICLEACCEPTANCE STANDARDS <\/td>\n<\/tr>\n | ||||||
| 138<\/td>\n | NF-5350 LIQUID PENETRANT ACCEPTANCESTANDARDS NF-5360 VISUAL ACCEPTANCE STANDARDS <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | NF- 5500 QUALIFICATIONS AND CERTIFICATION OF NONDESTRUCTIVE EXAMINATION PERSONNEL NF-5510 GENERAL REQUIREMENTS NF-5520 PERSONNEL QUALIFICATION,CERTIFICATION, ANDVERIFICATION <\/td>\n<\/tr>\n | ||||||
| 140<\/td>\n | NF-5530 RECORDS <\/td>\n<\/tr>\n | ||||||
| 141<\/td>\n | ARTICLE NF- 8000 CERTIFICATES OF AUTHORIZATION AND CERTIFICATION DOCUMENTS NF- 8100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 143<\/td>\n | MANDATORY APPENDICES NF- I (In preparation) NF- II DESIGN OF SINGLE ANGLE MEMBERS ARTICLE NF- II- 1000 INTRODUCTION NF- II- 1100 SCOPE NF- II- 1200 GENERAL REQUIREMENTS ARTICLE NF- II- 2000 NOMENCLATURE ARTICLE NF- II- 3000 DESIGN REQUIREMENTS NF- II- 3100 GENERAL NF- II- 3200 TENSION NF- II- 3300 SHEAR NF- II- 3400 COMPRESSION <\/td>\n<\/tr>\n | ||||||
| 144<\/td>\n | NF- II- 3500 FLEXURE <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | NF- II- 3600 COMBINED STRESSES <\/td>\n<\/tr>\n | ||||||
| 148<\/td>\n | NF- III ENERGY ABSORBING SUPPORT MATERIAL ARTICLE NF- III- 1000 GENERAL REQUIREMENTS ARTICLE NF- III- 2000 MATERIAL REQUIREMENTS ARTICLE NF- III- 3000 DESIGN <\/td>\n<\/tr>\n | ||||||
| 149<\/td>\n | ARTICLE NF- III- 4000 FABRICATION <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | NONMANDATORY APPENDICES NF- A STRUCTURAL BOLT PRELOADING ARTICLE NF- A- 1000 INTRODUCTION NF- A- 1100 SCOPE NF- A- 1200 DISCUSSION <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | NF- A- 1300 BOLT TIGHTENING ( PRELOAD METHODS) <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | NF- B DESIGN ALLOWABLE STRESSES FOR PLATE AND SHELL AND LINEAR TYPE SUPPORTS ARTICLE NF- B- 1000 INTRODUCTION NF- B- 1100 OBJECTIVE NF- B- 1200 SCOPE ARTICLE NF- B- 2000 LINEAR SUPPORTS \u2014 METHOD FOR ESTABLISHING ALLOWABLE STRESSES NF- B- 2100 RESPONSIBILITY FOR ASSIGNING YIELD AND ULTIMATE STRENGTH VALUES NF- B- 2200 TENSION MEMBER ALLOWABLE STRESS NF- B- 2300 BEAM BENDING ALLOWABLE STRESS <\/td>\n<\/tr>\n | ||||||
| 155<\/td>\n | NF- B- 2400 COMPRESSION MEMBER ALLOWABLE STRESS NF- B- 2500 BEAM- COLUMN ALLOWABLE STRESS NF- B- 2600 BOLTING ALLOWABLE STRESS ARTICLE NF- B- 3000 PLATE AND SHELL SUPPORTS \u2014 ALLOWABLE STRESSES <\/td>\n<\/tr>\n | ||||||
| 157<\/td>\n | ARTICLE NF- B- 4000 MATERIALS WITH LOW RATIOS OF TENSILE TO YIELD STRENGTH <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | ARTICLE NF- B- 5000 SPECIAL CONSIDERATION NF- B- 5100 COPPER- BASED ALLOYS NF- B- 5200 STAINLESS STEEL NF- B- 5300 NONDUCTILE BEHAVIOR AND STRESS CORROSION CRACKING <\/td>\n<\/tr>\n | ||||||
| 159<\/td>\n | NF- C DESIGN BASIS FOR LINEAR- TYPE SUPPORTS ARTICLE NF- C- 1000 INTRODUCTION NF- C- 1100 OBJECTIVE NF- C- 1200 SCOPE ARTICLE NF- C- 2000 MATERIAL AVAILABILITY AND REQUIREMENTS DIFFERENCES ARTICLE NF- C- 3000 AISC PARAGRAPH SELECTIONS ARTICLE NF- C- 4000 CROSS- REFERENCE TO AISC <\/td>\n<\/tr>\n | ||||||
| 162<\/td>\n | NF- D TOLERANCES ARTICLE NF- D- 1000 INTRODUCTION NF- D- 1100 OBJECTIVE NF- D- 1200 SCOPE NF- D- 1300 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME BPVC – III – 1 – NF -2010 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NF, Supports<\/b><\/p>\n |