None<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 42<\/td>\n | NF-1132-1 Typical Examples of Jurisdictional Boundaries Between Supports and the Building Structure <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | NF-1214-1 Typical Standard Support Units <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | NF-2121(a)-1 Material Tables Required for Supports <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | NF-2311(b)-1 Impact Test Exemption Curves for Materials for Class 2, 3, and MC Supports <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | 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 | ||||||
| 57<\/td>\n | NF-2331(a)-4 Required Cv Energy Values for Class 1 Support Material Other Than Bolting <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | NF-2331(a)-1 Required Cv Energy Values for Class 2 and MC Support Material Other Than Bolting <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | NF-2331(a)-2 Required Cv Energy Values for Class 3 support Material Other Than Bolting <\/td>\n<\/tr>\n | ||||||
| 60<\/td>\n | NF-2333-1 Required Cv Values for Bolting Material <\/td>\n<\/tr>\n | ||||||
| 63<\/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 | ||||||
| 65<\/td>\n | NF-2433.1-1 Delta Ferrite Content <\/td>\n<\/tr>\n | ||||||
| 70<\/td>\n | NF-3131(a)-1 Reference Paragraphs for Procedures for Design of Component Supports, Piping Supports, and Standard Supports <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | NF-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 | ||||||
| 74<\/td>\n | NF-3225.2-1 Stress Limit Factors for Class 1, 2, 3, and MC Bolt Design by Analysis <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | NF-3226.1-1 Permissible Welded Joints for Class 1 Plate\u2010 and Shell\u2010Type Supports <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | NF-3226.1(a)-1 Typical Weld Details Referenced <\/td>\n<\/tr>\n | ||||||
| 77<\/td>\n | NF-3226.1(a)-2 Butt Welding of Plates of Unequal Thickness <\/td>\n<\/tr>\n | ||||||
| 78<\/td>\n | NF-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 | ||||||
| 79<\/td>\n | NF-3256.1-1 Permissible Welded Joints for Class 2, 3, and MC Plate\u2010 and Shell\u2010Type Supports <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | NF-3322.2(e)(2)-1 Limiting Proportions for Channels and Tees <\/td>\n<\/tr>\n | ||||||
| 101<\/td>\n | NF-3324.1(a)(1) Typical Friction\u2010Type Connections Using High Strength Bolts <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | NF-3324.5(a)-1 Allowable Stress Limits for Class 1 Linear\u2010Type Support Welds <\/td>\n<\/tr>\n | ||||||
| 106<\/td>\n | NF-3324.6(a)(4)-1 Effective Slip Coefficient Versus Surface Condition NF-3324.6(b)(1)-1 Minimum Edge Distances <\/td>\n<\/tr>\n | ||||||
| 107<\/td>\n | NF-3332.2-1 Classification of Loading Conditions <\/td>\n<\/tr>\n | ||||||
| 108<\/td>\n | NF-3332.3-1 Stress Categories <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | NF-3332.3-1 Illustrative Examples <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | NF-3332.4-1 Allowable Stress Ranges <\/td>\n<\/tr>\n | ||||||
| 119<\/td>\n | NF-3426.1-1 Additional Permissible Welded Joints for Class 1 Standard Supports <\/td>\n<\/tr>\n | ||||||
| 121<\/td>\n | NF-3611-1 Suggested Piping Support Spacing <\/td>\n<\/tr>\n | ||||||
| 122<\/td>\n | NF-3626(a)-1 Additional Permissible Welded Joints for Class 1 Piping Supports <\/td>\n<\/tr>\n | ||||||
| 127<\/td>\n | NF-4232-1 Maximum Allowable Offset in Final Butt Welded Joints <\/td>\n<\/tr>\n | ||||||
| 132<\/td>\n | NF-4427-1 Fillet Weld Dimensions <\/td>\n<\/tr>\n | ||||||
| 133<\/td>\n | NF-4441-1 Weld Joint Producing Through\u2010Thickness Loading <\/td>\n<\/tr>\n | ||||||
| 135<\/td>\n | NF-4622.1-1 Mandatory Requirements for Postweld Heat Treatment (PWHT) of Welds <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | NF-4622.4(c)-1 Alternative Holding Temperatures and Times <\/td>\n<\/tr>\n | ||||||
| 137<\/td>\n | NF-4622.7(b)-1 Exemptions to Mandatory PWHT <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | NF-4721(a)-1 Bolt Hole Sizes NF-4721(b)-1 Tolerances on Oversized Holes <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 166<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 182<\/td>\n | Table NF-I-2100-2 ASTM Specifications NF-I-2100-2 ASTM Specifications <\/td>\n<\/tr>\n | ||||||
| 189<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 190<\/td>\n | Table NF-II-3532-1 Bw Values for Angles NF-II-3532-1 Bw Values for Angles <\/td>\n<\/tr>\n | ||||||
| 197<\/td>\n | Figure NF-A-1311 NF-A-1311 <\/td>\n<\/tr>\n | ||||||
| 202<\/td>\n | Figure NF-B-2400-1 Effective Length Factor for Various End Conditions NF-B-2400-1 Effective Length Factor for Various End Conditions <\/td>\n<\/tr>\n | ||||||
| 203<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 205<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 211<\/td>\n | Table NF-C-4000 Design Basis for Linear-Type Supports NF-C-4000 Design Basis for Linear\u2010Type Supports <\/td>\n<\/tr>\n | ||||||
| 214<\/td>\n | Table NF-D-1320-1 Clamp Tolerances NF-D-1320-1 Clamp Tolerances <\/td>\n<\/tr>\n | ||||||
| 215<\/td>\n | Table NF-D-1330-1 Local Installation Tolerances for Supports NF-D-1330-1 Local Installation Tolerances for Supports <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME BPVC – III – 1 – NF -2015 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 1, Subsection NF, Supports<\/b><\/p>\n |