{"id":363300,"date":"2024-10-20T01:44:50","date_gmt":"2024-10-20T01:44:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-1-nf-2007\/"},"modified":"2024-10-26T02:44:39","modified_gmt":"2024-10-26T02:44:39","slug":"asme-bpvc-iii-1-nf-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-1-nf-2007\/","title":{"rendered":"ASME BPVC III 1 NF 2007"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
4<\/td>\n | LIST OF BPVC SECTIONS <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | CONTENTS ARTICLE NF- 1000 FIGURES <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | ARTICLE NF- 2000 FIGURES ARTICLE NF- 2000 TABLES <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | ARTICLE NF- 3000 FIGURES ARTICLE NF- 3000 TABLES <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | ARTICLE NF- 4000 FIGURES ARTICLE NF- 4000 TABLES <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | STATEMENTS OF POLICY <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | PERSONNEL <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | ORGANIZATION OF SECTION III 1 GENERAL 2 SUBSECTIONS 3 ARTICLES 4 SUBARTICLES 5 SUBSUBARTICLES 6 PARAGRAPHS 7 SUBPARAGRAPHS <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 8 SUBSUBPARAGRAPHS 9 REFERENCES <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | SUMMARY OF CHANGES <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | LIST OF CHANGES IN BC ORDER <\/td>\n<\/tr>\n | ||||||
34<\/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 | ||||||
35<\/td>\n | NF- 1130 BOUNDARIES OF JURISDICTION NF- 1200 TYPES OF SUPPORTS AND ATTACHMENTS NF- 1210 TYPES OF SUPPORTS <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | NF-1132-1 TYPICAL EXAMPLES OF JURISDICTIONAL BOUNDARIES BETWEEN PIPING SUPPORTS AND THE BUILDING STRUCTURE <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | NF-1132-2 TYPICAL EXAMPLE OF JURISDICTIONAL BOUNDARY BETWEEN COMPONENT SUPPORT AND THE BUILDING STRUCTURE <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | NF-1214-1 TYPICAL STANDARD SUPPORT UNITS <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | NF- 1230 WELDING BETWEEN TYPES OF SUPPORTS <\/td>\n<\/tr>\n | ||||||
42<\/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 | ||||||
43<\/td>\n | NF-2121(a)-1 MATERIAL TABLES REQUIRED FOR SUPPORTS <\/td>\n<\/tr>\n | ||||||
44<\/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 | ||||||
45<\/td>\n | NF- 2220 PROCEDURE FOR OBTAINING TEST COUPONS AND SPECIMENS FOR QUENCHED AND TEMPERED MATERIAL <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | NF- 2300 FRACTURE TOUGHNESS REQUIREMENTS FOR MATERIAL NF- 2310 MATERIAL TO BE IMPACT TESTED <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | NF- 2320 IMPACT TEST PROCEDURES NF- 2330 TEST REQUIREMENTS AND ACCEPTANCE STANDARDS NF-2311(b)-1 EXEMPTIONS FROM IMPACT TESTING UNDER NF-2311(b)(9) AND (10) FOR MATERIAL THICKNESS TO 21.2 in. (64 mm), INCLUSIVE <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | NF-2311(b)-1 IMPACT TEST EXEMPTION CURVES FOR MATERIALS FOR CLASS 2, 3, AND MC SUPPORTS <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | NF- 2340 NUMBER OF IMPACT TESTS REQUIRED NF-2331(a)-1 REQUIRED Cv LATERAL EXPANSION VALUES FOR CLASS 1 SUPPORT MATERIAL OTHER THAN BOLTING NF-2331(a)-2 REQUIRED Cv LATERAL EXPANSION VALUES FOR CLASS 2 AND MC SUPPORT MATERIAL OTHER THAN BOLTING NF-2331(a)-3 REQUIRED Cv LATERAL EXPANSION VALUES FOR CLASS 3 SUPPORT MATERIAL OTHER THAN BOLTING <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | NF- 2350 RETESTS NF-2331(a)-4 REQUIRED Cv ENERGY VALUES FOR CLASS 1 SUPPORT MATERIAL OTHER THAN BOLTING <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | NF-2331(a)-1 REQUIRED Cv ENERGY VALUES FOR CLASS 2 AND MC SUPPORT MATERIAL OTHER THAN BOLTING <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | NF-2331(a)-2 REQUIRED Cv ENERGY VALUES FOR CLASS 3 SUPPORT MATERIAL OTHER THAN BOLTING <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | NF- 2360 CALIBRATION OF INSTRUMENTS AND EQUIPMENT NF- 2400 WELDING MATERIAL NF- 2410 GENERAL REQUIREMENTS NF- 2420 REQUIRED TESTS NF-2333-1 REQUIRED Cv VALUES FOR BOLTING MATERIAL <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | NF- 2430 WELD METAL TESTS <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | NF-2432.1-1 SAMPLING OF WELDING MATERIALS FOR CHEMICAL ANALYSIS NF-2432.2(a)-1 WELDING MATERIAL CHEMICAL ANALYSIS <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | NF- 2440 STORAGE AND HANDLING OF WELDING MATERIAL NF- 2500 EXAMINATION AND REPAIR OF MATERIAL NF- 2510 EXAMINATION AND REPAIR OF MATERIAL OTHER THAN BOLTING NF- 2520 REQUIRED EXAMINATION AND ACCEPTANCE STANDARDS FOR CLASS 1 SPRINGS NF- 2530 REQUIRED EXAMINATION AND ACCEPTANCE STANDARDS FOR COILED WIRE ROPE USED AS A SPRING NF- 2580 EXAMINATION OF BOLTING MATERIAL AND RODS <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | NF-2433.1-1 DELTA FERRITE CONTENT <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | NF- 2600 MATERIAL MANUFACTURER’S QUALITY SYSTEM PROGRAMS NF- 2610 DOCUMENTATION AND MAINTENANCE OF QUALITY SYSTEM PROGRAMS <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | ARTICLE NF- 3000 DESIGN NF- 3100 GENERAL DESIGN REQUIREMENTS NF- 3110 LOADING CRITERIA NF- 3120 DESIGN CONSIDERATIONS <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | NF- 3130 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | NF- 3140 GENERAL DESIGN PROCEDURES NF-3131(a)-1 REFERENCE PARAGRAPHS FOR PROCEDURES FOR DESIGN OF COMPONENT SUPPORTS, PIPING SUPPORTS, AND STANDARD SUPPORTS <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | NF- 3200 DESIGN RULES FOR PLATE-AND SHELL- TYPE SUPPORTS NF- 3210 GENERAL REQUIREMENTS NF-3132-1 DIMENSIONAL STANDARDS <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | NF- 3220 DESIGN BY ANALYSIS FOR CLASS 1 <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | NF-3225.2-1 STRESS LIMIT FACTORS FOR CLASS 1, 2, 3, AND MC BOLT DESIGN BY ANALYSIS <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | NF-3226.1-1 PERMISSIBLE WELDED JOINTS FOR CLASS 1 PLATE- AND SHELL-TYPE SUPPORTS <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | NF-3226.1(a)-1 TYPICAL WELD DETAILS REFERENCED <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | NF- 3250 DESIGN BY ANALYSIS FOR CLASS 2 AND MC NF-3226.1(a)-2 BUTT WELDING OF PLATES OF UNEQUAL THICKNESS <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | NF-3256.1-1 PERMISSIBLE WELDED JOINTS FOR CLASS 2, 3, AND MC PLATE- AND SHELL-TYPE SUPPORTS <\/td>\n<\/tr>\n | ||||||
75<\/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 | ||||||
76<\/td>\n | NF- 3300 DESIGN RULES FOR LINEAR-TYPE SUPPORTS NF- 3310 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | NF- 3320 DESIGN BY LINEAR ELASTIC ANALYSIS FOR CLASS 1 <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | NF-3322.2(e)(2)-1 LIMITING PROPORTIONS FOR CHANNELS AND TEES <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | NF-3324.1(a)(1) TYPICAL FRICTION-TYPE CONNECTIONS USING HIGH STRENGTH BOLTS <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | NF-3324.5(a)-1 ALLOWABLE STRESS LIMITS FOR CLASS 1 LINEAR-TYPE SUPPORT WELDS <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | NF-3324.6(a)(4)-1 EFFECTIVE SLIP COEFFICIENT VERSUS SURFACE CONDITION <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | NF- 3330 HIGH CYCLE FATIGUE DESIGN FOR CLASS 1 NF-3324.6(b)(1)-1 MINIMUM EDGE DISTANCES NF-3332.2-1 CLASSIFICATION OF LOADING CONDITIONS <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | NF-3332.3-1 STRESS CATEGORIES <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | NF-3332.3-1 ILLUSTRATIVE EXAMPLES <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | NF- 3340 LIMIT ANALYSIS DESIGN FOR CLASS 1 <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | NF-3332.4-1 ALLOWABLE STRESS RANGES <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | NF- 3350 DESIGN BY ANALYSIS FOR CLASS 2 AND MC NF- 3360 DESIGN BY ANALYSIS FOR CLASS 3 NF- 3370 EXPERIMENTAL STRESS ANALYSIS NF- 3380 DESIGN BY LOAD RATING <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | NF- 3400 DESIGN RULES FOR STANDARD SUPPORTS NF- 3410 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | NF- 3420 DESIGN BY ANALYSIS FOR CLASS 1 <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | NF-3426.1-1 ADDITIONAL PERMISSIBLE WELDED JOINTS FOR CLASS 1 STANDARD SUPPORTS <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | NF- 3450 DESIGN BY ANALYSIS FOR CLASS 2 NF- 3460 DESIGN BY ANALYSIS FOR CLASS 3 NF- 3470 DESIGN BY EXPERIMENTAL STRESS ANALYSIS NF- 3480 PROCEDURE FOR LOAD RATING NF- 3500 DESIGN RULES FOR COMPONENT SUPPORTS NF- 3510 GENERAL REQUIREMENTS NF- 3520 DESIGN BY ANALYSIS FOR CLASS 1 NF- 3550 DESIGN BY ANALYSIS FOR CLASS 2, 3, AND MC <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | NF- 3570 EXPERIMENTAL STRESS ANALYSIS NF- 3580 DESIGN BY LOAD RATING NF-3522(b)-1 ELASTIC ANALYSIS STRESS CATEGORIES AND STRESS LIMIT FACTORS FOR CLASS 1 PLATE- AND SHELL-TYPE SUPPORTS DESIGNED BY ANALYSIS — COMPONENT SUPPORTS <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | NF- 3600 DESIGN RULES FOR PIPING SUPPORTS NF- 3610 GENERAL REQUIREMENTS NF-3523(b)-1 ELASTIC ANALYSIS STRESS CATEGORIES AND STRESS LIMIT FACTORS FOR CLASS 1, 2, 3, AND MC LINEAR-TYPE SUPPORTS DESIGNED BY ANALYSIS — COMPONENT SUPPORTS <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | NF-3552(b)-1 ELASTIC ANALYSIS STRESS CATEGORIES AND STRESS LIMIT FACTORS FOR CLASS 2, 3, AND MC PLATE- AND SHELL-TYPE SUPPORTS DESIGNED BY ANALYSIS — COMPONENT SUPPORTS NF-3611-1 SUGGESTED PIPING SUPPORT SPACING <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | NF- 3620 DESIGN BY ANALYSIS FOR CLASS 1 NF- 3650 DESIGN BY ANALYSIS FOR CLASS 2 AND 3 NF- 3670 EXPERIMENTAL STRESS ANALYSIS NF- 3680 DESIGN BY LOAD RATING <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | NF-3622(b)-1 ELASTIC ANALYSIS STRESS CATEGORIES AND STRESS LIMIT FACTORS FOR CLASS 1 PLATE- AND SHELL-TYPE SUPPORTS DESIGNED BY ANALYSIS — PIPING SUPPORTS <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | NF-3626(a)-1 ADDITIONAL PERMISSIBLE WELDED JOINTS FOR CLASS 1 PIPING SUPPORTS NF-3623(b)-1 ELASTIC ANALYSIS STRESS CATEGORIES AND STRESS LIMIT FACTORS FOR CLASS 1, 2, AND 3 LINEAR-TYPE SUPPORTS DESIGNED BY ANALYSIS — PIPING SUPPORTS <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | NF-3652(b)-1 ELASTIC ANALYSIS STRESS CATEGORIES AND STRESS LIMIT FACTORS FOR CLASS 2 AND 3 PLATE AND SHELL-TYPE SUPPORTS DESIGNED BY ANALYSIS — PIPING SUPPORTS <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | ARTICLE NF- 4000 FABRICATION AND INSTALLATION NF- 4100 GENERAL REQUIREMENTS NF- 4110 INTRODUCTION NF- 4120 CERTIFICATION OF MATERIALS AND FABRICATION BY SUPPORT CERTIFICATE HOLDER NF- 4130 REPAIR OF MATERIAL <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | NF- 4200 FORMING, FITTING, AND ALIGNING NF- 4210 CUTTING, FORMING, AND BENDING <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | NF- 4220 SUPPORT TOLERANCES NF- 4230 FITTING AND ALIGNING <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | NF- 4240 REQUIREMENTS FOR WELDED JOINTS NF- 4300 WELDING QUALIFICATIONS NF- 4310 GENERAL REQUIREMENTS NF- 4320 WELDING QUALIFICATIONS AND RECORDS NF-4232-1 MAXIMUM ALLOWABLE OFFSET IN FINAL BUTT WELDED JOINTS <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | NF- 4330 GENERAL REQUIREMENTS FOR WELDING PROCEDURE QUALIFICATION TESTS <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | NF- 4400 RULES GOVERNING MAKING AND REPAIRING WELDS NF- 4410 PRECAUTIONS TO BE TAKEN BEFORE WELDING <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | NF- 4420 RULES FOR MAKING WELDED JOINTS NF- 4430 WELDING OF ATTACHMENTS NF- 4440 SPECIAL REQUIREMENTS FOR WELDING <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | NF-4427-1 FILLET WELD DIMENSIONS <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | NF- 4450 REPAIR OF WELD METAL DEFECTS NF-4441-1 WELD JOINT PRODUCING THROUGH-THICKNESS LOADING <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | NF- 4500 BRAZING NF- 4510 RULES FOR BRAZING NF- 4600 HEAT TREATMENT NF- 4610 WELDING PREHEAT AND INTERPASS REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | NF- 4620 POSTWELD HEAT TREATMENT <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | NF-4622.1-1 MANDATORY REQUIREMENTS FOR POSTWELD HEAT TREATMENT (PWHT) OF WELDS <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | NF-4622.4(c)-1 ALTERNATIVE HOLDING TEMPERATURES AND TIMES <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | NF-4622.7(b)-1 EXEMPTIONS TO MANDATORY PWHT <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | NF- 4660 HEAT TREATMENT OF ELECTROSLAG WELDS NF- 4700 REQUIREMENTS FOR BOLTED CONSTRUCTION NF- 4710 BOLTING AND THREADING NF- 4720 BOLTING <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | NF-4721(a)-1 BOLT HOLE SIZES NF-4721(b)-1 TOLERANCES ON OVERSIZED HOLES <\/td>\n<\/tr>\n | ||||||
140<\/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 1 SUPPORT WELDS <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | NF- 5220 EXAMINATION OF CLASS 2 AND MC SUPPORT WELDS NF- 5230 EXAMINATION OF CLASS 3 SUPPORT WELDS NF- 5240 INERTIA AND CONTINUOUS DRIVE FRICTION WELDS <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | NF- 5300 ACCEPTANCE STANDARDS NF- 5320 RADIOGRAPHIC ACCEPTANCE STANDARDS NF- 5330 ULTRASONIC ACCEPTANCE STANDARDS NF- 5340 MAGNETIC PARTICLE ACCEPTANCE STANDARDS <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | NF- 5350 LIQUID PENETRANT ACCEPTANCE STANDARDS NF- 5360 VISUAL ACCEPTANCE STANDARDS <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | NF- 5500 QUALIFICATIONS AND CERTIFICATION OF NONDESTRUCTIVE EXAMINATION PERSONNEL NF- 5510 GENERAL REQUIREMENTS NF- 5520 PERSONNEL QUALIFICATION, CERTIFICATION, AND VERIFICATION <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | NF- 5530 RECORDS <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | ARTICLE NF- 8000 CERTIFICATES OF ACCREDITATION AND CERTIFICATION DOCUMENTS NF- 8100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | MANDATORY APPENDICES NF- I (In preparation) NF- II DESIGN OF SINGLE ANGLE MEMBERS <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | NF- III ENERGY ABSORBING SUPPORT MATERIAL <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | NONMANDATORY APPENDICES NF- A STRUCTURAL BOLT PRELOADING <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | NF- B DESIGN ALLOWABLE STRESSES FOR PLATE AND SHELL AND LINEAR TYPE SUPPORTS <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | NF- C DESIGN BASIS FOR LINEAR- TYPE SUPPORTS <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | NF- D TOLERANCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME BPVC – III – 1 – NF -2007 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NF, Supports<\/b><\/p>\n |