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ASME BPVC III 1 NF 2015

ASME BPVC III 1 NF 2015

$377.00

ASME BPVC – III – 1 – NF -2015 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NF, Supports

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ASME 2015
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PDF Catalog

PDF Pages PDF Title
42 NF-1132-1 Typical Examples of Jurisdictional Boundaries Between Supports and the Building Structure
46 NF-1214-1 Typical Standard Support Units
49 NF-2121(a)-1 Material Tables Required for Supports
53 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
54 NF-2311(b)-1 Impact Test Exemption Curves for Materials for Class 2, 3, and MC Supports
56 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
57 NF-2331(a)-4 Required Cv Energy Values for Class 1 Support Material Other Than Bolting
58 NF-2331(a)-1 Required Cv Energy Values for Class 2 and MC Support Material Other Than Bolting
59 NF-2331(a)-2 Required Cv Energy Values for Class 3 support Material Other Than Bolting
60 NF-2333-1 Required Cv Values for Bolting Material
63 NF-2432.1-1 Sampling of Welding Materials for Chemical Analysis
NF-2432.2(a)-1 Welding Material Chemical Analysis
65 NF-2433.1-1 Delta Ferrite Content
70 NF-3131(a)-1 Reference Paragraphs for Procedures for Design of Component Supports, Piping Supports, and Standard Supports
72 NF-3221.2-1 Elastic Analysis Stress Categories and Stress Limit Factors for Class 1 Plate‐ and Shell‐Type Supports Designed by Analysis
74 NF-3225.2-1 Stress Limit Factors for Class 1, 2, 3, and MC Bolt Design by Analysis
75 NF-3226.1-1 Permissible Welded Joints for Class 1 Plate‐ and Shell‐Type Supports
76 NF-3226.1(a)-1 Typical Weld Details Referenced
77 NF-3226.1(a)-2 Butt Welding of Plates of Unequal Thickness
78 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
79 NF-3256.1-1 Permissible Welded Joints for Class 2, 3, and MC Plate‐ and Shell‐Type Supports
83 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
93 NF-3322.2(e)(2)-1 Limiting Proportions for Channels and Tees
101 NF-3324.1(a)(1) Typical Friction‐Type Connections Using High Strength Bolts
103 NF-3324.5(a)-1 Allowable Stress Limits for Class 1 Linear‐Type Support Welds
106 NF-3324.6(a)(4)-1 Effective Slip Coefficient Versus Surface Condition
NF-3324.6(b)(1)-1 Minimum Edge Distances
107 NF-3332.2-1 Classification of Loading Conditions
108 NF-3332.3-1 Stress Categories
111 NF-3332.3-1 Illustrative Examples
113 NF-3332.4-1 Allowable Stress Ranges
119 NF-3426.1-1 Additional Permissible Welded Joints for Class 1 Standard Supports
121 NF-3611-1 Suggested Piping Support Spacing
122 NF-3626(a)-1 Additional Permissible Welded Joints for Class 1 Piping Supports
127 NF-4232-1 Maximum Allowable Offset in Final Butt Welded Joints
132 NF-4427-1 Fillet Weld Dimensions
133 NF-4441-1 Weld Joint Producing Through‐Thickness Loading
135 NF-4622.1-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds
136 NF-4622.4(c)-1 Alternative Holding Temperatures and Times
137 NF-4622.7(b)-1 Exemptions to Mandatory PWHT
139 NF-4721(a)-1 Bolt Hole Sizes
NF-4721(b)-1 Tolerances on Oversized Holes
150 Table NF-I-2100-1 Design Stress Intensity (Sm), Maximum Allowable Stress (S), Yield Strength (Sy ), and Tensile Strength (Su) Values
NF-I-2100-1 Design Stress Intensity (Sm), Maximum Allowable Stress (S), Yield Strength (Sy), and Tensile Strength (Su) Values
166 Table NF-I-2100-1M Design Stress Intensity (Sm), Maximum Allowable Stress (S), Yield Strength (Sy ), and Tensile Strength (Su) Values
NF-I-2100-1M Design Stress Intensity (Sm), Maximum Allowable Stress (S), Yield Strength (Sy), and Tensile Strength (Su) Values
182 Table NF-I-2100-2 ASTM Specifications
NF-I-2100-2 ASTM Specifications
189 Figure NF-II-3510 Equal Leg Single Angle Limits for Fb = 0.66Sy
NF-II-3510 Equal Leg Single Angle Limits for Fb = 0.66Sy
190 Table NF-II-3532-1 Bw Values for Angles
NF-II-3532-1 Bw Values for Angles
197 Figure NF-A-1311
NF-A-1311
202 Figure NF-B-2400-1 Effective Length Factor for Various End Conditions
NF-B-2400-1 Effective Length Factor for Various End Conditions
203 Figure NF-B-2400-2 Alignment Chart for Effective Length of Columns in Continuous Frames
NF-B-2400-2 Alignment Chart for Effective Length of Columns in Continuous Frames
205 Table NF-B-4000 Factors of Safety for a Material With a Low Value of Su/Sy Ratio
NF-B-4000 Factors of Safety for a Material With a Low Value of Su/Sy Ratio
211 Table NF-C-4000 Design Basis for Linear-Type Supports
NF-C-4000 Design Basis for Linear‐Type Supports
214 Table NF-D-1320-1 Clamp Tolerances
NF-D-1320-1 Clamp Tolerances
215 Table NF-D-1330-1 Local Installation Tolerances for Supports
NF-D-1330-1 Local Installation Tolerances for Supports

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