ASME BPVC III 1 NF 2013
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ASME BPVC – III – 1 – NF -2013 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NF, Supports
Published By | Publication Date | Number of Pages |
ASME | 2013 |
None
PDF Catalog
PDF Pages | PDF Title |
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41 | NF-1132-1 Typical Examples of Jurisdictional Boundaries Between Piping Supports and the Building Structure |
44 | NF-1132-2 Typical Example of Jurisdictional Boundary Between Component Support and the Building Structure |
45 | NF-1214-1 Typical Standard Support Units |
48 | NF-2121(a)-1 Material Tables Required for Supports |
52 | NF-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 |
53 | NF-2311(b)-1 Impact Test Exemption Curves for Materials for Class 2, 3, and MC Supports |
55 | 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 |
56 | NF-2331(a)-4 Required Cv Energy Values for Class 1 Support Material Other Than Bolting |
57 | NF-2331(a)-1 Required Cv Energy Values for Class 2 and MC Support Material Other Than Bolting |
58 | NF-2331(a)-2 Required Cv Energy Values for Class 3 support Material Other Than Bolting |
59 | NF-2333-1 Required Cv Values for Bolting Material |
62 | NF-2432.1-1 Sampling of Welding Materials for Chemical Analysis NF-2432.2(a)-1 Welding Material Chemical Analysis |
63 | NF-2433.1-1 Delta Ferrite Content |
68 | NF-3131(a)-1 Reference Paragraphs for Procedures for Design of Component Supports, Piping Supports, and Standard Supports |
70 | NF-3221.2-1 Elastic Analysis Stress Categories and Stress Limit Factors for Class 1 Plate‐ And Shell‐Type Supports Designed by Analysis |
72 | NF-3225.2-1 Stress Limit Factors for Class 1, 2, 3, and MC Bolt Design by Analysis |
73 | NF-3226.1-1 Permissible Welded Joints for Class 1 Plate‐ and Shell‐Type Supports |
74 | NF-3226.1(a)-1 Typical Weld Details Referenced |
75 | NF-3226.1(a)-2 Butt Welding of Plates of Unequal Thickness |
76 | NF-3251.2-1 Elastic Analysis Stress Categories and Stress Limit Factors for Class 2, 3, and MC Plate‐ And Shell‐Type Supports Designed by Analysis |
77 | NF-3256.1-1 Permissible Welded Joints for Class 2, 3, and MC Plate‐ and Shell‐Type Supports |
81 | NF-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 |
90 | NF-3322.2(e)(2)-1 Limiting Proportions for Channels and Tees |
99 | NF-3324.1(a)(1) Typical Friction‐Type Connections Using High Strength Bolts |
101 | NF-3324.5(a)-1 Allowable Stress Limits for Class 1 Linear‐Type Support Welds |
104 | NF-3324.6(a)(4)-1 Effective Slip Coefficient Versus Surface Condition NF-3324.6(b)(1)-1 Minimum Edge Distances |
105 | NF-3332.2-1 Classification of Loading Conditions |
106 | NF-3332.3-1 Stress Categories |
109 | NF-3332.3-1 Illustrative Examples |
111 | NF-3332.4-1 Allowable Stress Ranges |
117 | NF-3426.1-1 Additional Permissible Welded Joints for Class 1 Standard Supports |
119 | NF-3611-1 Suggested Piping Support Spacing |
120 | NF-3626(a)-1 Additional Permissible Welded Joints for Class 1 Piping Supports |
124 | NF-4232-1 Maximum Allowable Offset in Final Butt Welded Joints |
130 | NF-4427-1 Fillet Weld Dimensions |
131 | NF-4441-1 Weld Joint Producing Through‐Thickness Loading |
133 | NF-4622.1-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds |
134 | NF-4622.4(c)-1 Alternative Holding Temperatures and Times |
135 | NF-4622.7(b)-1 Exemptions to Mandatory PWHT |
137 | NF-4721(a)-1 Bolt Hole Sizes |
138 | NF-4721(b)-1 Tolerances on Oversized Holes |
151 | NF-II-3510 Equal Leg Single Angle Limits for Fb = 0.66Sy |
152 | NF-II-3532-1 Bw Values for Angles |
159 | NF-A-1311 |
164 | NF-B-2400-1 Effective Length Factor for Various End Conditions |
165 | NF-B-2400-2 Alignment Chart for Effective Length of Columns in Continuous Frames |
167 | NF-B-4000 Factors of Safety for a Material With a Low Value of Su/Sy Ratio |
173 | NF-C-4000 Design Basis for Linear‐Type Supports |
176 | NF-D-1320-1 Clamp Tolerances |
177 | NF-D-1330-1 Local Installation Tolerances for Supports |