{"id":363189,"date":"2024-10-20T01:44:09","date_gmt":"2024-10-20T01:44:09","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-1-nf-2017\/"},"modified":"2024-10-26T02:43:57","modified_gmt":"2024-10-26T02:43:57","slug":"asme-bpvc-iii-1-nf-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-1-nf-2017\/","title":{"rendered":"ASME BPVC III 1 NF 2017"},"content":{"rendered":"

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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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
49<\/td>\nNF-1132-1 Typical Examples of Jurisdictional Boundaries Between Supports and the Building Structure <\/td>\n<\/tr>\n
53<\/td>\nNF-1214-1 Typical Standard Support Units <\/td>\n<\/tr>\n
56<\/td>\nNF-2121(a)-1 Material Tables Required for Supports <\/td>\n<\/tr>\n
60<\/td>\nNF-2311(b)-1 Exemptions From Impact Testing Under NF-2311(b)(9) and NF-2311(b)(10) for Material Thickness to 21\/2 in. (64 mm), Inclusive <\/td>\n<\/tr>\n
61<\/td>\nNF-2311(b)-1 Impact Test Exemption Curves for Materials for Class 2, 3, and MC Supports <\/td>\n<\/tr>\n
63<\/td>\nNF-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
64<\/td>\nNF-2331(a)-4 Required Cv Energy Values for Class 1 Support Material Other Than Bolting <\/td>\n<\/tr>\n
65<\/td>\nNF-2331(a)-1 Required Cv Energy Values for Class 2 and MC Support Material Other Than Bolting <\/td>\n<\/tr>\n
66<\/td>\nNF-2331(a)-2 Required Cv Energy Values for Class 3 Support Material Other Than Bolting <\/td>\n<\/tr>\n
67<\/td>\nNF-2333-1 Required Cv Values for Bolting Material <\/td>\n<\/tr>\n
69<\/td>\nNF-2432.1-1 Sampling of Welding Materials for Chemical Analysis <\/td>\n<\/tr>\n
70<\/td>\nNF-2432.2(a)-1 Welding Material Chemical Analysis <\/td>\n<\/tr>\n
71<\/td>\nNF-2433.1-1 Delta Ferrite Content <\/td>\n<\/tr>\n
76<\/td>\nNF-3131(a)-1 Reference Paragraphs for Procedures for Design of Component Supports, Piping Supports, and Standard Supports <\/td>\n<\/tr>\n
78<\/td>\nNF-3221.2-1 Elastic Analysis Stress Categories and Stress Limit Factors for Class 1 Plate\u2010 and Shell\u2010Type Supports Designed by Analysis <\/td>\n<\/tr>\n
80<\/td>\nNF-3225.2-1 Stress Limit Factors for Class 1, 2, 3, and MC Bolt Design by Analysis <\/td>\n<\/tr>\n
81<\/td>\nNF-3226.1-1 Permissible Welded Joints for Class 1 Plate\u2010 and Shell\u2010Type Supports <\/td>\n<\/tr>\n
82<\/td>\nNF-3226.1(a)-1 Typical Weld Details Referenced <\/td>\n<\/tr>\n
83<\/td>\nNF-3226.1(a)-2 Butt Welding of Plates of Unequal Thickness <\/td>\n<\/tr>\n
85<\/td>\nNF-3251.2-1 Elastic Analysis Stress Categories and Stress Limit Factors for Class 2, 3, and MC Plate\u2010 and Shell\u2010Type Supports Designed by Analysis <\/td>\n<\/tr>\n
86<\/td>\nNF-3256.1-1 Permissible Welded Joints for Class 2, 3, and MC Plate\u2010 and Shell\u2010Type Supports <\/td>\n<\/tr>\n
90<\/td>\nNF-3312.1(b)-1 Elastic Analysis Stress Categories and Stress Limit Factors for Class 1, 2, 3, and MC Linear-Type Supports Designed by Analysis <\/td>\n<\/tr>\n
101<\/td>\nNF-3322.2(e)(2)-1 Limiting Proportions for Channels and Tees <\/td>\n<\/tr>\n
109<\/td>\nNF-3324.1(a)(1) Typical Friction\u2010Type Connections Using High-Strength Bolts <\/td>\n<\/tr>\n
111<\/td>\nNF-3324.5(a)-1 Allowable Stress Limits for Class 1 Linear\u2010Type Support Welds <\/td>\n<\/tr>\n
114<\/td>\nNF-3324.6(a)(4)-1 Effective Slip Coefficient Versus Surface Condition
NF-3324.6(b)(1)-1 Minimum Edge Distances <\/td>\n<\/tr>\n
115<\/td>\nNF-3332.2-1 Classification of Loading Conditions <\/td>\n<\/tr>\n
116<\/td>\nNF-3332.3-1 Stress Categories <\/td>\n<\/tr>\n
119<\/td>\nNF-3332.3-1 Illustrative Examples <\/td>\n<\/tr>\n
121<\/td>\nNF-3332.4-1 Allowable Stress Ranges <\/td>\n<\/tr>\n
127<\/td>\nNF-3426.1-1 Additional Permissible Welded Joints for Class 1 Standard Supports <\/td>\n<\/tr>\n
129<\/td>\nNF-3611-1 Suggested Piping Support Spacing <\/td>\n<\/tr>\n
130<\/td>\nNF-3626(a)-1 Additional Permissible Welded Joints for Class 1 Piping Supports <\/td>\n<\/tr>\n
135<\/td>\nNF-4232-1 Maximum Allowable Offset in Final Butt-Welded Joints <\/td>\n<\/tr>\n
140<\/td>\nNF-4427-1 Fillet Weld Dimensions <\/td>\n<\/tr>\n
141<\/td>\nNF-4441-1 Weld Joint Producing Through\u2010Thickness Loading <\/td>\n<\/tr>\n
143<\/td>\nNF-4622.1-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds <\/td>\n<\/tr>\n
144<\/td>\nNF-4622.4(c)-1 Alternative Holding Temperatures and Times <\/td>\n<\/tr>\n
145<\/td>\nNF-4622.7(b)-1 Exemptions to Mandatory PWHT <\/td>\n<\/tr>\n
146<\/td>\nNF-4622.7(b)-2 Additional Exemptions to Mandatory PWHT <\/td>\n<\/tr>\n
148<\/td>\nNF-4721(a)-1 Bolt Hole Sizes
NF-4721(b)-1 Tolerances on Oversized Holes <\/td>\n<\/tr>\n
159<\/td>\nNF-I-2100-1 Design Stress Intensity (Sm), Maximum Allowable Stress (S), Yield Strength (Sy), and Tensile Strength (Su) Values <\/td>\n<\/tr>\n
176<\/td>\nNF-I-2100-1M Design Stress Intensity (Sm), Maximum Allowable Stress (S), Yield Strength (Sy), and Tensile Strength (Su) Values <\/td>\n<\/tr>\n
190<\/td>\nNF-I-2100-2 ASTM Specifications <\/td>\n<\/tr>\n
197<\/td>\nNF-II-3510 Equal Leg Single Angle Limits for Fb = 0.66Sy <\/td>\n<\/tr>\n
198<\/td>\nNF-II-3532-1 Bw Values for Angles <\/td>\n<\/tr>\n
205<\/td>\nNF-A-1311 <\/td>\n<\/tr>\n
210<\/td>\nNF-B-2400-1 Effective Length Factor for Various End Conditions <\/td>\n<\/tr>\n
211<\/td>\nNF-B-2400-2 Alignment Chart for Effective Length of Columns in Continuous Frames <\/td>\n<\/tr>\n
213<\/td>\nNF-B-4000 Factors of Safety for a Material With a Low Value of Su\/Sy Ratio <\/td>\n<\/tr>\n
219<\/td>\nNF-C-4000 Design Basis for Linear\u2010Type Supports <\/td>\n<\/tr>\n
222<\/td>\nNF-D-1320-1 Clamp Tolerances <\/td>\n<\/tr>\n
223<\/td>\nNF-D-1330-1 Local Installation Tolerances for Supports <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 1 – NF -2017 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NF, Supports<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2017<\/td>\n230<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363192,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363189","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\/363189","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\/363192"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363189"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363189"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363189"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}