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ASME BPVC III 1 NF 2017

ASME BPVC III 1 NF 2017

$377.00

ASME BPVC – III – 1 – NF -2017 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NF, Supports

Published By Publication Date Number of Pages
ASME 2017 230
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PDF Catalog

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

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