table 5 dimensions of ring-joint facings (all pressure ... of asme b16… · table 5 dimensions of...
TRANSCRIPT
ASME B16.5-2009
Table 5 Dimensions of Ring-Joint Facings (All Pressure Rating Classes)
1 2 3 4 5 6 7 8 9 10 11 12
Nominal Size Groove Dimensions
RadiusClass Class Class Class Class Pitch at150 Class 300 400 Class 600 900 1500 2500 Groove Diameter, Depth, E Width, Bottom,NPS NPS NPS NPS NPS NPS NPS Number P [Note (1)] F R
. . . 1⁄2 . . . 1⁄2 . . . . . . . . . R11 34.14 5.54 7.14 0.8
. . . . . . . . . . . . . . . 1⁄2 . . . 12 39.67 6.35 8.74 0.8
. . . 3⁄4 . . . 3⁄4 . . . . . . 1⁄2 13 42.88 6.35 8.74 0.8
. . . . . . . . . . . . . . . 3⁄4 . . . 14 44.45 6.35 8.74 0.81 . . . . . . . . . . . . . . . . . . 15 47.63 6.35 8.74 0.8
. . . 1 . . . 1 . . . 1 3⁄4 16 50.80 6.35 8.74 0.811⁄4 . . . . . . . . . . . . . . . . . . 17 57.15 6.35 8.74 0.8. . . 11⁄4 . . . 11⁄4 . . . 11⁄4 1 18 60.33 6.35 8.74 0.811⁄2 . . . . . . . . . . . . . . . . . . 19 65.07 6.35 8.74 0.8. . . 11⁄2 . . . 11⁄2 . . . 11⁄2 . . . 20 68.27 6.35 8.74 0.8
. . . . . . . . . . . . . . . . . . 11⁄4 21 72.23 7.92 11.91 0.82 . . . . . . . . . . . . . . . . . . 22 82.55 6.35 8.74 0.8
. . . 2 . . . 2 . . . . . . 11⁄2 23 82.55 7.92 11.91 0.8
. . . . . . . . . . . . . . . 2 . . . 24 95.25 7.92 11.91 0.821⁄2 . . . . . . . . . . . . . . . . . . 25 101.60 6.35 8.74 0.8
. . . 21⁄2 . . . 21⁄2 . . . . . . 2 26 101.60 7.92 11.91 0.8
. . . . . . . . . . . . . . . 21⁄2 . . . 27 107.95 7.92 11.91 0.8
. . . . . . . . . . . . . . . . . . 21⁄2 28 111.13 9.53 13.49 1.53 . . . . . . . . . . . . . . . . . . 29 114.30 6.35 8.74 0.8
. . . [Note (2)] . . . [Note (2)] . . . . . . . . . 30 117.48 7.92 11.91 0.8
. . . 3 [Note (2)] . . . 3 [Note (2)] 3 . . . . . . 31 123.83 7.92 11.91 0.8
. . . . . . . . . . . . . . . . . . 3 32 127.00 9.53 13.49 1.531⁄2 . . . . . . . . . . . . . . . . . . 33 131.78 6.35 8.74 0.8. . . 31⁄2 . . . 31⁄2 . . . . . . . . . 34 131.78 7.92 11.91 0.8. . . . . . . . . . . . . . . 3 . . . 35 136.53 7.92 11.91 0.8
4 . . . . . . . . . . . . . . . . . . 36 149.23 6.35 8.74 0.8. . . 4 4 4 4 . . . . . . 37 149.23 7.92 11.91 0.8. . . . . . . . . . . . . . . . . . 4 38 157.18 11.13 16.66 1.5. . . . . . . . . . . . . . . 4 . . . 39 161.93 7.92 11.91 0.85 . . . . . . . . . . . . . . . . . . 40 171.45 6.35 8.74 0.8
. . . 5 5 5 5 . . . . . . 41 180.98 7.92 11.91 0.8
. . . . . . . . . . . . . . . . . . 5 42 190.50 12.70 19.84 1.56 . . . . . . . . . . . . . . . . . . 43 193.68 6.35 8.74 0.8
. . . . . . . . . . . . . . . 5 . . . 44 193.68 7.92 11.91 0.8
. . . 6 6 6 6 . . . . . . 45 211.12 7.92 11.91 0.8
. . . . . . . . . . . . . . . 6 . . . 46 211.14 9.53 13.49 1.5
. . . . . . . . . . . . . . . . . . 6 47 228.60 12.70 19.84 1.58 . . . . . . . . . . . . . . . . . . 48 247.65 6.35 8.74 0.8
. . . 8 8 8 8 . . . . . . 49 269.88 7.92 11.91 0.8
66
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 5 Dimensions of Ring-Joint Facings (All Pressure Rating Classes) (Cont’d)
13 14 15 16 17 18 19 20 21 22 23 24
Diameter of Raised Portion, K Approximate Distance Between Flanges
Class300
Class 400 Class Class Class Class Class Class Class Class Class Class150 600 900 1500 2500 150 300 400 600 900 1500 2500
. . . 51.0 . . . . . . . . . . . . 3 . . . 3 . . . . . . . . .
. . . . . . . . . 60.5 . . . . . . . . . . . . . . . . . . 4 . . .
. . . 63.5 . . . . . . 65.0 . . . 4 . . . 4 . . . . . . 4
. . . . . . . . . 66.5 . . . . . . . . . . . . . . . . . . 4 . . .63.5 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .
. . . 70.0 . . . 71.5 73.0 . . . 4 . . . 4 . . . 4 473.0 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 79.5 . . . 81.0 82.5 . . . 4 . . . 4 . . . 4 4
82.5 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 90.5 . . . 92.0 . . . . . . 4 . . . 4 . . . 4 . . .
. . . . . . . . . . . . 102 . . . . . . . . . . . . . . . . . . 3102 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 108 . . . . . . 114 . . . 6 . . . 5 . . . . . . 3. . . . . . . . . 124 . . . . . . . . . . . . . . . . . . 3 . . .121 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .
. . . 127 . . . . . . 133 . . . 6 . . . 5 . . . . . . 3
. . . . . . . . . 137 . . . . . . . . . . . . . . . . . . 3 . . .
. . . . . . . . . . . . 149 . . . . . . . . . . . . . . . . . . 3133 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . 146 156 . . . . . . . . . 6 . . . 5 4 . . . . . .
. . . . . . . . . . . . 168 . . . . . . . . . . . . . . . . . . 3154 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 159 . . . . . . . . . . . . 6 . . . 5 . . . . . . . . .. . . . . . . . . 168 . . . . . . . . . . . . . . . . . . 3 . . .
171 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 175 181 . . . . . . . . . 6 6 5 4 . . . . . .. . . . . . . . . . . . 203 . . . . . . . . . . . . . . . . . . 4. . . . . . . . . 194 . . . . . . . . . . . . . . . . . . 3 . . .194 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .
. . . 210 216 . . . . . . . . . 6 6 5 4 . . . . . .
. . . . . . . . . . . . 241 . . . . . . . . . . . . . . . . . . 4219 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . . . . . . . 229 . . . . . . . . . . . . . . . . . . 3 . . .. . . 241 241 . . . . . . . . . 6 6 5 4 . . . . . .
. . . . . . . . . 248 . . . . . . . . . . . . . . . . . . 3 . . .
. . . . . . . . . . . . 279 . . . . . . . . . . . . . . . . . . 4273 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 302 308 . . . . . . . . . 6 6 5 4 . . . . . .
67
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 5 Dimensions of Ring-Joint Facings (All Pressure Rating Classes) (Cont’d)
1 2 3 4 5 6 7 8 9 10 11 12
Nominal Size Groove Dimensions
RadiusClass Class Class Class Class Pitch at150 Class 300 400 Class 600 900 1500 2500 Groove Diameter, Width, Bottom,NPS NPS NPS NPS NPS NPS NPS Number P Depth, E F R
. . . . . . . . . . . . . . . 8 . . . 50 269.88 11.13 16.66 1.5
. . . . . . . . . . . . . . . . . . 8 51 279.40 14.27 23.01 1.510 . . . . . . . . . . . . . . . . . . 52 304.80 6.35 8.74 0.8. . . 10 10 10 10 . . . . . . 53 323.85 7.92 11.91 0.8. . . . . . . . . . . . . . . 10 . . . 54 323.85 11.13 16.66 1.5. . . . . . . . . . . . . . . . . . 10 55 342.90 17.48 30.18 2.4
12 . . . . . . . . . . . . . . . . . . 56 381.00 6.35 8.74 0.8. . . 12 12 12 12 . . . . . . 57 381.00 7.92 11.91 0.8. . . . . . . . . . . . . . . 12 . . . 58 381.00 14.27 23.01 1.514 . . . . . . . . . . . . . . . . . . 59 396.88 6.35 8.74 0.8. . . . . . . . . . . . . . . . . . 12 60 406.40 17.48 33.32 2.4
. . . 14 14 14 . . . . . . . . . 61 419.10 7.92 11.91 0.8
. . . . . . . . . . . . 14 . . . . . . 62 419.10 11.13 16.66 1.5
. . . . . . . . . . . . . . . 14 . . . 63 419.10 15.88 26.97 2.416 . . . . . . . . . . . . . . . . . . 64 454.03 6.35 8.74 0.8. . . 16 16 16 . . . . . . . . . 65 469.90 7.92 11.91 0.8
. . . . . . . . . . . . 16 . . . . . . 66 469.90 11.13 16.66 1.5
. . . . . . . . . . . . . . . 16 . . . 67 469.90 17.48 30.18 2.418 . . . . . . . . . . . . . . . . . . 68 517.53 6.35 8.74 0.8. . . 18 18 18 . . . . . . . . . 69 533.40 7.92 11.91 0.8. . . . . . . . . . . . 18 . . . . . . 70 533.40 12.70 19.84 1.5
. . . . . . . . . . . . . . . 18 . . . 71 533.40 17.48 30.18 2.420 . . . . . . . . . . . . . . . . . . 72 558.80 6.35 8.74 0.8. . . 20 20 20 . . . . . . . . . 73 584.20 9.53 13.49 1.5. . . . . . . . . . . . 20 . . . . . . 74 584.20 12.70 19.84 1.5. . . . . . . . . . . . . . . 20 . . . 75 584.20 17.48 33.32 2.4
24 . . . . . . . . . . . . . . . . . . 76 673.10 6.35 8.74 0.8. . . 24 24 24 . . . . . . . . . 77 692.15 11.13 16.66 1.5. . . . . . . . . . . . 24 . . . . . . 78 692.15 15.88 26.97 2.4. . . . . . . . . . . . . . . 24 . . . 79 692.15 20.62 36.53 2.4
68
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 5 Dimensions of Ring-Joint Facings (All Pressure Rating Classes) (Cont’d)
13 14 15 16 17 18 19 20 21 22 23 24
Diameter of Raised Portion, K Approximate Distance Between Flanges
Class300
Class 400 Class Class Class Class Class Class Class Class Class Class150 600 900 1500 2500 150 300 400 600 900 1500 2500
. . . . . . . . . 318 . . . . . . . . . . . . . . . . . . 4 . . .
. . . . . . . . . . . . 340 . . . . . . . . . . . . . . . . . . 5330 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 356 362 . . . . . . . . . 6 6 5 4 . . . . . .. . . . . . . . . 371 . . . . . . . . . . . . . . . . . . 4 . . .. . . . . . . . . . . . 425 . . . . . . . . . . . . . . . . . . 6
406 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 413 419 . . . . . . . . . 6 6 5 4 . . . . . .. . . . . . . . . 438 . . . . . . . . . . . . . . . . . . 5 . . .425 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 495 . . . . . . . . . . . . . . . . . . 8
. . . 457 . . . . . . . . . . . . 6 6 5 . . . . . . . . .
. . . . . . 467 . . . . . . . . . . . . . . . . . . 4 . . . . . .
. . . . . . . . . 489 . . . . . . . . . . . . . . . . . . 6 . . .483 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . 508 . . . . . . . . . . . . 6 6 5 . . . . . . . . .
. . . . . . 524 . . . . . . . . . . . . . . . . . . 4 . . . . . .
. . . . . . . . . 546 . . . . . . . . . . . . . . . . . . 8 . . .546 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . 575 . . . . . . . . . . . . 6 6 5 . . . . . . . . .. . . . . . 594 . . . . . . . . . . . . . . . . . . 5 . . . . . .
. . . . . . . . . 613 . . . . . . . . . . . . . . . . . . 8 . . .597 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . 635 . . . . . . . . . . . . 6 6 5 . . . . . . . . .. . . . . . 648 . . . . . . . . . . . . . . . . . . 5 . . . . . .. . . . . . . . . 673 . . . . . . . . . . . . . . . . . . 10 . . .
711 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . 749 . . . . . . . . . . . . 6 6 6 . . . . . . . . .. . . . . . 772 . . . . . . . . . . . . . . . . . . 6 . . . . . .. . . . . . . . . 794 . . . . . . . . . . . . . . . . . . 11 . . .
GENERAL NOTES:(a) Dimensions are in millimeters. For dimensions in inch units, refer to Table II-5 of Mandatory Appendix II.(b) For facing requirements for flanges and flanged fitting, see para. 6.4.1 and Fig. 7.(c) For facing requirements for lapped joints, see para. 6.4.3 and Fig. 7.(d) See para. 4.2.7 for marking requirements.(e) Use Class 600 sizes NPS 1⁄2 to NPS 31⁄2 for Class 400.(f) Use Class 1500 in sizes NPS 1⁄2 to NPS 21⁄2 for Class 900.
NOTES:(1) The height of the raised portion is equal to the depth of the groove dimension, E, but is not subjected to the tolerances for E. Former
full-face contour may be used.(2) For ring joints with lapped flanges in Classes 300 and 600, ring and groove number R30 is used instead of R31.
TOLERANCES:E (depth) +0.4, −0.0F (width) ±0.2P (pitch diameter) ±0.13R (radius at bottom)
R ≤ 2 + 0.8, −0.0R > 2 ± 0.8
23 deg (angle) ± 1⁄2 deg
69
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 6 Reducing Threaded and Slip-On Pipe Flanges for Classes 150 Through 2500 Note (1)
Slip-On Welding
X [Note (1)]
Blind Flange
Note (2) Note (1)
Note (3)
Note (2)
Note (3)
Threaded
1 2 3 4 5 6
Smallest Size Smallest Size Smallest Sizeof Reducing of Reducing of Reducing
Outlet Outlet OutletNominal Requiring Hub Nominal Requiring Hub Nominal Requiring Hub
Pipe Size Flanges Pipe Size Flanges Pipe Size Flanges[Note (4)] [Note (1)] [Note (4)] [Note (1)] [Note (4)] [Note (1)]
NPS NPS NPS NPS NPS NPS
1 1⁄2 31⁄2 11⁄2 12 31⁄211⁄4
1⁄2 4 11⁄2 14 31⁄211⁄2
1⁄2 5 11⁄2 16 42 1 6 21⁄2 18 4
21⁄2 11⁄4 8 3 20 43 11⁄4 10 31⁄2 24 4
GENERAL NOTE: Dimensions are in millimeters. For dimensions in inches, refer to Mandatory Appendix II, Table II-6.
NOTES:(1) The hub dimensions shall be at least as large as those of the standard flanges of the size to which the reduction is being machined,
except flanges reducing to a size smaller than those of Columns 2, 4, and 6 may be made from blind flanges (see Example).(2) Class 150 flanges do not have a counterbore. Class 300 and higher pressure flanges will have depth of counterbore Q of 7 mm for
NPS 2 and smaller tapping and 9.50 mm for NPS 21⁄2 and larger. The diameter Q of counterbore is the same as that given in the tablesof threaded flanges for the corresponding tapping.
(3) Minimum length of effective threads shall be at least equal dimension T of the corresponding pressure class threaded flange as shownin tables but does not necessarily extend for the face of the flange. For thread of threaded flanges, see para. 6.9.
(4) For method of designating reducing threaded and reducing slip-on flanges, see para. 3.3 and Examples below.
EXAMPLES:(1) The size designation is NPS 6 � 21⁄2 — Class 300 reducing threaded flange. This flange has the following dimensions:
NPS 21⁄2 p taper pipe thread tapping (ASME B1.20.1)320 mm p diameter of regular NPS 6 Class 300 threaded flange
35 mm p thickness of regular NPS 6 Class 300 threaded flange178 mm p diameter of hub for regular NPS 5 Class 300 threaded flange. Hub diameter may be one size small to reduce machin-
ing. In this example, a hub diameter of NPS 21⁄2 would be the smallest acceptable.15.5 mm p height of hub for regular NPS 5 Class 300 threaded flange
(2) The size designation is NPS 6 � 2 — Class 300 reducing threaded flange. Use regular NPS 6 Class 300 blind flange tapped with NPS 2taper pipe thread (ASME B1.20.1).
70
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 7 Templates for Drilling Class 150 Pipe Flanges and Flanged Fittings
Flange
Stud Bolt With Nuts
Machine Bolt With Nuts
OW
L
L
Point height [Note (1)]
1 2 3 4 5 6 7 8 9
Length of Bolts,L
[Notes (1), (4)]
Drilling [Notes (2), (3)] Stud Bolts MachineOutside[Note (1)] BoltsNominal Diameter Diameter Diameter
Pipe of of Bolt of Bolt Number Diameter 2-mm 2-mmSize, Flange, Circle, Holes, of of Bolts, Raised Ring RaisedNPS O W in. Bolts in. Face Joint Face
1⁄2 90 60.3 5⁄8 4 1⁄2 55 . . . 503⁄4 100 69.9 5⁄8 4 1⁄2 65 . . . 501 110 79.4 5⁄8 4 1⁄2 65 75 55
11⁄4 115 88.9 5⁄8 4 1⁄2 70 85 5511⁄2 125 98.4 5⁄8 4 1⁄2 70 85 65
2 150 120.7 3⁄4 4 5⁄8 85 95 7021⁄2 180 139.7 3⁄4 4 5⁄8 90 100 75
3 190 152.4 3⁄4 4 5⁄8 90 100 7531⁄2 215 177.8 3⁄4 8 5⁄8 90 100 75
4 230 190.5 3⁄4 8 5⁄8 90 100 75
5 255 215.9 7⁄8 8 3⁄4 95 110 856 280 241.3 7⁄8 8 3⁄4 100 115 858 345 298.5 7⁄8 8 3⁄4 110 120 90
10 405 362.0 1 12 7⁄8 115 125 10012 485 431.8 1 12 7⁄8 120 135 100
14 535 476.3 11⁄8 12 1 135 145 11516 595 539.8 11⁄8 16 1 135 145 11518 635 577.9 11⁄4 16 11⁄8 145 160 12520 700 635.0 11⁄4 20 11⁄8 160 170 14024 815 749.3 13⁄8 20 11⁄4 170 185 150
GENERAL NOTES:(a) Dimensions of Table 7 are in millimeters, except for diameters of bolts and bolt holes, which are in inch units. For dimensions in inch
units, refer to Mandatory Appendix II, Table II-7.(b) For other dimensions, see Tables 8 and 9.
NOTES:(1) The length of the stud bolt does not include the height of the points (see para. 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).
71
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e8
Dim
ensi
ons
ofCl
ass
150
Flan
ges
Th
read
ed
O
X [
No
te (
1)]
Yt f
Y
Y
t fT
Slip
-On
Weld
ing
O
Lap
ped
O
X [
No
te (
1)]
X [
No
te (
1)]
B B
t f
Weld
ing
Neck
OB
lin
d
So
cket
Weld
ing
(N
PS
1/ 2
to
3 O
nly
)
O
O
D
BC
ol.
13
BX
[N
ote
(1)
]
Co
l. 11
Y
Ah
YB
t ft ft f
X
r
Q
72
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e8
Dim
ensi
ons
ofCl
ass
150
Flan
ges
(Con
t’d)
12
34
56
78
910
1112
1314
15
Hub
Corn
erD
iam
eter
Bor
eB
ore
Beg
inni
ngR
adiu
sLe
ngth
Thro
ugh
Hub
ofM
inim
umW
eldi
ngof
Out
side
Min
imum
Cham
fer
Thre
aded
/Th
read
Min
imum
Nec
k/La
pped
Nom
inal
Dia
met
erTh
ickn
ess
Min
imum
Wel
ding
Slip
-on/
Leng
thS
lip-o
n/S
ocke
tFl
ange
Pipe
ofof
Flan
ge,
Thic
knes
sD
iam
eter
Nec
k,S
ocke
tW
eldi
ngTh
read
ed,
Soc
ket
Min
imum
Wel
ding
,an
dD
epth
ofS
ize,
Flan
ge,
t fLa
pJo
int,
ofH
ub,
A hW
eldi
ng,
Lapp
ed,
Nec
k,T
Wel
ding
,La
pped
,B
Pipe
,S
ocke
t,N
PSO
[Not
es(2
)-(4
)]t f
X[N
ote
(5)]
YY
Y[N
ote
(6)]
BB
[Not
e(7
)]r
D
1 ⁄ 290
9.6
11.2
3021
.314
1646
1622
.222
.915
.83
103 ⁄ 4
100
11.2
12.7
3826
.714
1651
1627
.728
.220
.93
111
110
12.7
14.3
4933
.416
1754
1734
.534
.926
.63
1311 ⁄ 4
115
14.3
15.9
5942
.219
2156
2143
.243
.735
.15
1411 ⁄ 2
125
15.9
17.5
6548
.321
2260
2249
.550
.040
.96
16
215
017
.519
.178
60.3
2425
6225
61.9
62.5
52.5
817
21 ⁄ 218
020
.722
.390
73.0
2729
6829
74.6
75.4
62.7
819
319
022
.323
.910
888
.929
3068
3090
.791
.477
.910
2131 ⁄ 2
215
22.3
23.9
122
101.
630
3270
3210
3.4
104.
190
.110
...
423
022
.323
.913
511
4.3
3233
7533
116.
111
6.8
102.
311
...
525
522
.323
.916
414
1.3
3536
8736
143.
814
4.4
128.
211
...
628
023
.925
.419
216
8.3
3840
8740
170.
717
1.4
154.
113
...
834
527
.028
.624
621
9.1
4344
100
4422
1.5
222.
220
2.7
13..
.10
405
28.6
30.2
305
273.
048
4910
049
276.
227
7.4
254.
613
...
1248
530
.231
.836
532
3.8
5456
113
5632
7.0
328.
230
4.8
13..
.
1453
533
.435
.040
035
5.6
5679
125
5735
9.2
360.
2N
ote
(8)
13..
.16
595
35.0
36.6
457
406.
462
8712
564
410.
541
1.2
Not
e(8
)13
...
1863
538
.139
.750
545
7.0
6797
138
6846
1.8
462.
3N
ote
(8)
13..
.20
700
41.3
42.9
559
508.
071
103
143
7351
3.1
514.
4N
ote
(8)
13..
.24
815
46.1
47.7
663
610.
081
111
151
8361
6.0
616.
0N
ote
(8)
13..
.
73
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e8
Dim
ensi
ons
ofCl
ass
150
Flan
ges
(Con
t’d)
GEN
ERA
LN
OTE
S:
(a)
Dim
ensi
ons
ofTa
ble
8ar
ein
mill
imet
ers.
For
dim
ensi
ons
inin
ches
,re
fer
toTa
ble
II-8
ofM
anda
tory
App
endi
xII.
(b)
For
tole
ranc
e,se
ese
ctio
n7.
(c)
For
faci
ngs,
see
para
.6.
4.(d
)Fo
rfla
nge
bolt
hole
s,se
epa
ra.
6.5
and
Tabl
e7.
(e)
For
spot
faci
ng,
see
para
.6.
6.(f
)Fo
rre
duci
ngth
read
edan
dsl
ip-o
nfla
nges
,se
eTa
b le
6.(g
)B
lind
flang
esm
aybe
mad
ew
ith
orw
itho
uthu
bsat
the
man
ufac
ture
r’s
opti
on.
(h)
For
redu
cing
wel
ding
neck
flang
es,
see
para
.6.
8.
NO
TES
:(1
)Th
isdi
men
sion
isfo
rla
rge
end
ofhu
b,w
hich
may
best
raig
htor
tape
red.
Tape
rsh
all
not
exce
ed7
deg
onth
read
ed,
slip
-on,
sock
et-w
eldi
ng,
and
lapp
edfla
nges
.Th
isdi
men
sion
isde
fined
asth
edi
amet
erat
the
inte
rsec
tion
betw
een
the
hub
tape
ran
dba
ckfa
ceof
the
flang
e.(2
)Th
em
inim
umth
ickn
ess
ofth
ese
loos
efla
nges
,in
size
sN
PS31 ⁄ 2
and
smal
ler,
issl
ight
lygr
eate
rth
anth
eth
ickn
ess
offl a
nges
onfit
ting
s,Ta
ble
9,w
hich
are
rein
forc
edby
bein
gca
s tin
tegr
alw
ith
the
body
ofth
efit
ting
.(3
)Th
ese
flang
esm
aybe
supp
lied
wit
ha
flat
face
.Th
efla
tfa
cem
aybe
eith
erth
efu
llt f
dim
ensi
onof
thic
knes
spl
us2
mm
orth
et f
dim
ensi
onth
ickn
ess
wit
hout
the
rais
edfa
cehe
ight
.S
eepa
ra6.
3.2
for
addi
tion
alre
stri
ctio
ns.
(4)
The
flang
edi
men
sion
sill
ustr
ated
are
for
regu
larl
yfu
rni s
hed
2-m
mra
ised
face
(exc
ept
lapp
ed);
for
requ
irem
ents
ofot
her
faci
ngs,
see
Fig.
7.(5
)Fo
rw
eldi
ngen
dbe
vel
(see
para
.6.
7).
(6)
For
thre
adof
thre
aded
flang
es,
see
para
.6.
9.(7
)D
imen
sion
sin
Colu
mn
13co
rres
pond
toth
ein
side
diam
eter
sof
pipe
asgi
ven
inA
SME
B36
.10M
for
stan
dard
wal
lpi
pe.
Thic
knes
sof
stan
dard
wal
lis
the
sam
eas
Sch
edul
e40
insi
zes
NPS
10an
dsm
alle
r.To
lera
nces
inpa
ra.
7.5.
2ap
ply.
Thes
ebo
resi
zes
are
furn
ishe
dun
less
othe
rwis
esp
ecifi
edby
the
Purc
hase
r.(8
)To
besp
ecifi
edby
the
Purc
hase
r.
74
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e9
Dim
ensi
ons
ofCl
ass
150
Flan
ged
Fitt
ings
Elb
ow
Lo
ng
Rad
ius
Elb
ow
45-d
eg
Elb
ow
Tee
Cro
ss
AA
HH
AA
HH
BB JJ
CC
KK
CC KK
GG
NN
GG
NN
FF MM
90 d
eg
AA HH
AAHH
BB JJ
EE LL
EELL
FF MM
AA
HH
AA
HH
AA
HH
AA
HH
AA
HH
45-d
eg
Late
ral
Red
ucer
Eccen
tric
Red
ucer
Tru
e “
Y”
AA
HH
AA
HH
12
34
56
78
910
1112
2-m
mR
aise
dFa
ce[N
ote
(4)]
Sho
rtCo
ntac
tR
ing
Join
tCe
nter
-to-
Cent
er-t
o-Lo
ngCe
nter
-to-
Sur
face
-to-
[Not
e(4
)]Co
ntac
tCo
ntac
tCe
nter
-to-
Cent
er-t
o-Co
ntac
tCo
ntac
tS
urfa
ceof
Sur
face
ofCo
ntac
tCo
ntac
tS
urfa
ceof
Sur
face
ofCe
nter
-to-
End
Out
side
Min
imum
Min
imum
Insi
deR
aise
dFa
ceR
aise
dFa
ceS
urfa
ceof
Sur
face
ofR
aise
dR
aise
dEl
bow
,Te
e,N
omin
alD
iam
eter
Thic
knes
sof
Wal
ldi
amet
erEl
bow
,Te
e,Lo
ngR
aise
dFa
ceR
aise
dFa
ceFa
ceCr
oss,
and
Pipe
ofFl
ange
,Th
ickn
ess
ofCr
oss,
and
Rad
ius
45-d
egFa
ceLa
tera
lan
dRe
duce
r,Tr
ue“Y
,”S
ize,
Flan
ge,
t fof
Fitt
ing,
Fitt
ing,
True
“Y,”
Elbo
w,
Elbo
w,
Late
ral,
True
“Y,”
GG
HH
NPS
O[N
otes
(1)–
(3)]
t md
AA
BB
CCEE
FF[N
ote
(5)]
[Not
e(6
)]
1 ⁄ 29 0
8 .0
2 .8
1 3..
...
...
...
...
...
...
.3 ⁄ 4
1 00
8 .9
3 .2
1 9..
...
...
...
...
...
...
.1
110
9.6
4.0
2589
127
4414
644
114
9511 ⁄ 4
115
11.2
4.8
3295
140
5115
944
114
102
11 ⁄ 212
512
.74.
838
102
152
5717
851
114
108
215
014
.35.
651
114
165
6420
364
127
121
21 ⁄ 218
015
.95.
664
127
178
7624
164
140
133
319
017
.55.
676
140
197
7625
476
152
146
31 ⁄ 221
519
.16.
489
152
216
8929
276
165
159
423
022
.36.
410
216
522
910
230
576
178
171
75
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e9
Dim
ensi
ons
ofCl
ass
150
Flan
ged
Fitt
ings
(Con
t’d)
12
34
56
78
910
1112
2-m
mR
aise
dFa
ce[N
ote
(4)]
Cont
act
Rin
gJo
int
Cent
er-t
o-S
hort
Sur
face
-to-
[Not
e(4
)]Co
ntac
tCe
nter
-to-
Cent
er-t
o-Lo
ngCe
nter
-to-
Cont
act
Sur
face
ofCo
ntac
tCo
ntac
tCe
nter
-to-
Cont
act
Sur
face
ofCe
nter
-to-
End
Out
side
Min
imum
Min
imum
Insi
deR
aise
dFa
ceS
urfa
ceof
Sur
face
ofCo
ntac
tS
urfa
ceof
Rai
sed
Elbo
w,
Tee,
Nom
inal
Dia
met
erTh
ickn
ess
ofW
all
diam
eter
Elbo
w,
Tee,
Rai
sed
Face
Rai
sed
Face
Sur
face
ofR
aise
dFa
ceFa
ceCr
oss,
and
Pipe
ofFl
ange
,Th
ickn
ess
ofCr
oss,
and
Long
Rad
ius
45-d
egR
aise
dFa
ceLa
tera
lan
dRe
duce
r,Tr
ue“Y
,”S
ize,
Flan
ge,
t fof
Fitt
ing,
Fitt
ing,
True
“Y,”
Elbo
w,
Elbo
w,
Late
ral,
True
“Y,”
GG
HH
NPS
O[N
otes
(1)–
(3)]
t md
AA
BB
CCEE
FF[N
ote
(5)]
[Not
e(6
)]
525
522
.37.
112
719
026
011
434
389
203
197
628
023
.97.
115
220
329
212
736
889
229
210
834
527
.07.
920
322
935
614
044
411
427
923
510
405
28.6
8.7
254
279
419
165
521
127
305
286
1248
530
.29.
530
530
548
319
062
214
035
631
1
1453
533
.410
.333
735
654
619
068
615
240
636
216
595
35.0
11.1
387
381
610
203
762
165
457
387
1863
538
.111
.943
841
967
321
681
317
848
342
520
700
41.3
12.7
489
457
737
241
889
203
508
464
2481
546
.114
.559
155
986
427
910
2922
961
056
5
76
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e9
Dim
ensi
ons
ofCl
ass
150
Flan
ged
Fitt
ings
(Con
t’d)
Fla
ng
ed
Fit
tin
gR
ou
nd
Ba
se
Sq
ua
re B
ase
Ba
se
Elb
ow
Ba
se
Te
e
O
tS
Fou
r b
olt
ho
les
t f
d
S
S
ST
UR
S
U
T
R
1314
1516
1718
1920
2122
231
Rin
gJo
int
[Not
e(4
)]B
ase
Dri
lling
[Not
e(1
1)]
Sho
rtCe
nter
-Ce
nter
-D
iam
eter
to-E
ndCe
nter
-Lo
ngto
-End
End-
to-
ofRo
und
Long
to-E
ndCe
nter
-La
tera
lEn
dB
ase
orB
olt
Rad
ius
45-d
egto
-End
And
Redu
cer,
Cent
er-t
o-W
idth
ofTh
ickn
ess
ofCi
rcle
orD
iam
eter
Nom
inal
Elbo
w,
Elbo
w,
Late
ral,
True
“Y,”
NN
Bas
e,S
quar
eB
ase,
Thic
knes
sB
olt
ofPi
peJJ
KK
LLM
M[N
otes
RB
ase,
ST
ofR
ibs,
US
paci
ng,
Dri
lled
Siz
e,[N
ote
(6)]
[Not
e(6
)][N
ote
(6)]
[Not
e(6
)](5
),(6
)][N
otes
(7)–
(9)]
[Not
e(7
)][N
otes
(7)–
(10)
][N
ote
(7)]
WH
oles
NPS
...
...
...
...
...
...
...
...
...
...
...
1 ⁄ 2..
...
...
...
...
...
...
...
...
...
...
.3 ⁄ 4
1 33
5 11 5
25 1
...
...
...
...
...
...
...
11 4
65 7
1 65
5 1..
...
...
...
...
...
...
.11 ⁄ 4
1 59
6 41 8
45 7
...
...
...
...
...
...
...
11 ⁄ 2
171
7021
070
...
105
117
1313
88.9
5 ⁄ 82
184
8324
870
...
114
117
1313
88.9
5 ⁄ 821 ⁄ 2
203
8326
070
...
124
127
1414
98.4
5 ⁄ 83
222
9529
883
...
133
127
1414
98.4
5 ⁄ 831 ⁄ 2
235
108
311
83..
.14
015
216
1612
0.6
3 ⁄ 44
77
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e9
Dim
ensi
ons
ofCl
ass
150
Flan
ged
Fitt
ings
(Con
t’d)
1314
1516
1718
1920
2122
231
Rin
gJo
int
[Not
e(4
)]B
ase
Dri
lling
[Not
e(1
1)]
Sho
rtCe
nter
-Ce
nter
-D
iam
eter
to-E
ndCe
nter
-Lo
ngto
-End
End-
to-
ofRo
und
Long
to-E
ndCe
nter
-La
tera
lEn
dB
ase
orB
olt
Rad
ius
45-d
egto
-End
And
Redu
cer,
Cent
er-t
o-W
idth
ofTh
ickn
ess
ofCi
rcle
orD
iam
eter
Nom
inal
Elbo
w,
Elbo
w,
Late
ral,
True
“Y,”
NN
Bas
e,S
quar
eB
ase,
Thic
knes
sB
olt
ofPi
peJJ
KK
LLM
M[N
otes
RB
ase,
ST
ofR
ibs,
US
paci
ng,
Dri
lled
Siz
e,[N
ote
(6)]
[Not
e(6
)][N
ote
(6)]
[Not
e(6
)](5
),(6
)][N
otes
(7)–
(9)]
[Not
e(7
)][N
otes
(7)–
(10)
][N
ote
(7)]
WH
oles
NPS
267
121
349
95..
.15
917
817
1713
9.7
3 ⁄ 45
298
133
375
95..
.17
817
817
1713
9.7
3 ⁄ 46
362
146
451
121
...
213
229
2424
190.
53 ⁄ 4
842
517
152
713
3..
.24
822
924
2419
0.5
3 ⁄ 410
489
197
629
146
...
286
279
2525
241.
37 ⁄ 8
12
552
197
692
159
...
318
279
2525
241.
37 ⁄ 8
1461
621
076
817
1..
.34
927
925
2524
1.3
7 ⁄ 816
679
222
819
184
...
381
343
2929
298.
47 ⁄ 8
1874
324
889
521
0..
.40
634
329
2929
8.4
7 ⁄ 820
870
286
1035
235
...
470
343
2929
298.
47 ⁄ 8
24
78
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e9
Dim
ensi
ons
ofCl
ass
150
Flan
ged
Fitt
ings
(Con
t’d)
GEN
ERA
LN
OTE
S:
(a)
Dim
ensi
ons
ofTa
ble
9ar
ein
mill
imet
ers.
For
dim
ensi
ons
inin
chun
its,
refe
rto
Man
dato
ryA
ppen
dix
II,Ta
ble
II-9.
(b)
For
tole
ranc
es,
see
sect
ion
7.(c
)Fo
rfa
cing
s,se
epa
ra.
6.4.
(d)
For
flang
ebo
ltho
les,
see
para
.6.
5an
dTa
ble
8.(e
)Fo
rsp
otfa
cing
,se
epa
ra.
6.6.
(f)
For
inte
rsec
ting
cent
erlin
es,
cent
er-t
o-co
ntac
tsu
rfac
e,an
dce
nter
-to-
end
dim
ensi
ons
ofsi
deou
tlet
fitti
ngs,
see
para
.6.
2.4.
(g)
For
cent
er-t
o-co
ntac
tsu
rfac
ean
dce
nter
-to-
end
dim
ensi
ons
ofsp
ecia
lde
gree
elbo
ws,
see
para
.6.
2.5.
(h)
For
rein
forc
emen
tof
cert
ain
fitti
ngs,
see
para
.6.
1.(i
)Fo
rdr
ains
,se
epa
ra.
6.12
.
NO
TES
:(1
)Th
eth
ickn
ess
offla
nge
min
imum
dim
ensi
ons
for
loos
efla
nges
,Ta
ble
9si
zes
NPS
31 ⁄ 2
and
smal
ler,
are
slig
htly
heav
ier
than
for
flang
eson
thes
efit
ting
s,w
hich
are
rein
forc
edby
bein
gca
stin
tegr
alw
ith
the
body
offit
ting
.(2
)Th
ese
fitti
ngs
may
besu
pplie
dw
ith
afla
tfa
cefla
nge.
The
flat
face
may
beei
ther
the
full
t fdi
men
sion
thic
knes
spl
us2
mm
orth
et f
dim
ensi
onth
ickn
ess
wit
hout
the
rais
edfa
cehe
ight
.S
eepa
ra.
6.3.
2fo
rad
diti
onal
rest
rict
ions
.(3
)Th
eth
ickn
ess
ofth
efla
nge
dim
ensi
onill
ustr
ated
isfo
rre
gula
rly
furn
ishe
d2-
mm
rais
edfa
ce(e
xcep
tla
pped
);fo
rth
ickn
ess
requ
irem
ents
ofot
her
faci
ngs,
see
Fig.
7.(4
)Fo
rce
nter
-to-
cont
act
surf
ace
and
cent
er-t
o-en
ddi
men
sioi
n sof
redu
cing
fitti
ngs,
see
para
.6.
2.3.
(5)
For
cont
act
surf
ace-
to-c
onta
ctsu
rfac
ean
den
d-to
-end
dim
ensi
ons
ofre
duce
rsan
dec
cent
ric
redu
cers
,se
epa
ra.
6.2.
3.(6
)Th
ese
dim
ensi
ons
appl
yto
stra
ight
size
son
ly(s
eepa
ras.
6.2.
3an
d6.
4.2.
2).
For
cent
er-t
o-en
ddi
men
sion
sof
redu
c ing
fitti
ngs
oren
d-to
-end
dim
ensi
ons
ofre
duce
rs,
use
cent
er-t
o-co
ntac
tsu
rfac
eor
cont
act
surf
ace-
to-c
onta
ctsu
rfac
edi
men
sion
sof
2m
mra
ised
face
(fla
nge
edge
)fo
rla
rges
top
enin
g,an
dad
dth
epr
oper
heig
htto
prov
ide
for
ring
join
tgr
oove
appl
ying
toea
chfla
nge.
See
Tabl
e5
for
ring
join
tfa
cing
dim
ensi
ons.
(7)
The
base
dim
ensi
ons
appl
yto
all
stra
ight
and
redu
cing
size
s.(8
)Fo
rre
duci
ngfit
ting
s,th
esi
zean
dce
nter
-to-
face
dim
ens i
onof
base
are
dete
rmin
edby
the
size
ofth
ela
rges
top
enin
gof
fitti
ngs.
Inth
eca
seof
redu
cing
base
elbo
ws,
orde
rssh
all
spec
ify
whe
ther
the
base
shal
lbe
oppo
site
the
larg
eror
smal
ler
open
ing.
(9)
Bas
essh
all
bepl
ain
face
dun
less
othe
rwis
esp
ecifi
ed,
and
the
cent
er-t
o-ba
sedi
men
sion
Rsh
all
beth
efin
ishe
ddi
men
sion
.(1
0)B
ases
may
beca
stin
tegr
alor
atta
ched
asw
eldm
ents
atth
eop
tion
ofth
em
anuf
actu
rer.
(11)
The
base
sof
thes
efit
ting
sar
ein
tend
edfo
rsu
ppor
tin
com
pres
sion
and
are
not
tobe
used
for
anch
ors
orsu
ppor
tsin
tens
ion
orsh
ear.
79
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 10 Templates for Drilling Class 300 Pipe Flanges and Flanged Fittings
Flange
Stud Bolt With Nuts
Machine Bolt With Nuts
OW
L
L
Point height [Note (1)]
1 2 3 4 5 6 7 8 9
Length of Bolts,L
Drilling [Notes (2), (3)] [Notes (1), (4)]
Stud Bolts MachineOutside[Note (1)] BoltsNominal Diameter Diameter Diameter
Pipe of of Bolt of Bolt Number Diameter 2-mm 2-mmSize, Flange, Circle, Holes, of of Bolts, Raised Ring RaisedNPS O W in. Bolts in. Face Joint Face
1⁄2 95 66.7 5⁄8 4 1⁄2 65 75 553⁄4 115 82.6 3⁄4 4 5⁄8 75 90 651 125 88.9 3⁄4 4 5⁄8 75 90 65
11⁄4 135 98.4 3⁄4 4 5⁄8 85 95 7011⁄2 155 114.3 7⁄8 4 3⁄4 90 100 75
2 165 127.0 3⁄4 8 5⁄8 90 100 7521⁄2 190 149.2 7⁄8 8 3⁄4 100 115 85
3 210 168.3 7⁄8 8 3⁄4 110 120 9031⁄2 230 184.2 7⁄8 8 3⁄4 110 125 95
4 255 200.0 7⁄8 8 3⁄4 115 125 95
5 280 235.0 7⁄8 8 3⁄4 120 135 1106 320 269.9 7⁄8 12 3⁄4 120 140 1108 380 330.2 1 12 7⁄8 140 150 120
10 445 387.4 11⁄8 16 1 160 170 14012 520 450.8 11⁄4 16 11⁄8 170 185 145
14 585 514.4 11⁄4 20 11⁄8 180 190 16016 650 571.5 13⁄8 20 11⁄4 190 205 16518 710 628.6 13⁄8 24 11⁄4 195 210 17020 775 685.8 13⁄8 24 11⁄4 205 220 18524 915 812.8 15⁄8 24 11⁄2 230 255 205
GENERAL NOTES:(a) Dimensions of Table 10 are in millimeters, except for diameters of bolts and bolt holes, which are in inch units. For dimensions in inch
units, refer to Mandatory Appendix II, Table II-10.(b) For other dimensions, see Tables 11 and 12.
NOTES:(1) Length of stud bolt does not include the height of the points (see para. 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).
80
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e11
Dim
ensi
ons
ofCl
ass
300
Flan
ges
Th
read
ed
O
X [
No
te (
1)]
Yt f
Y
Y
t fT
Slip
-On
Weld
ing
O
Lap
ped
O
X [
No
te (
1)]
X [
No
te (
1)]
B B
t f
Weld
ing
Neck
OB
lin
d
So
cket
Weld
ing
(N
PS
1/ 2
to
3 O
nly
)
O
O
D
BC
ol.
13
BX
[N
ote
(1)
]
Co
l. 11
Y
Ah
YB
t ft ft f
X
r
Q
81
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e11
Dim
ensi
ons
ofCl
ass
300
Flan
ges
(Con
t’d)
12
34
56
78
910
1112
1314
1516
Hub
Corn
erD
iam
eter
Rad
ius
Bor
eB
egin
ning
ofB
ore
Leng
thTh
roug
hH
ubof
Min
imum
Wel
ding
ofM
inim
umO
utsi
deM
inim
umCh
amfe
rTh
read
ed/
Thre
adM
inim
umN
eck/
Lapp
edCo
unte
r-N
omin
alD
iam
eter
Thic
knes
sM
inim
umW
eldi
ng,
Slip
-On/
Leng
thS
lip-O
n/S
ocke
tFl
ange
bore
Dep
thPi
peof
ofFl
ange
,Th
ickn
ess
Dia
met
erN
eck,
Soc
ket
Wel
ding
Thre
aded
,S
ocke
tM
inim
umW
eldi
ng,
and
Thre
aded
ofS
ize,
Flan
ge,
t fLa
pJo
int,
ofH
ub,
A hW
eldi
ng,
Lapp
ed,
Nec
k,T
Wel
ding
,La
pped
,B
Pipe
,Fl
ange
,S
ocke
t,N
PSO
[Not
es(2
),(3
)]t f
X[N
ote
(4)]
YY
Y[N
ote
(5)]
BB
[Not
e(6
)]r
QD
1 ⁄ 295
12.7
14.3
3821
.321
2251
1622
.222
.915
.83
23.6
103 ⁄ 4
115
14.3
15.9
4826
.724
2556
1627
.728
.220
.93
29.0
111
125
15.9
17.5
5433
.425
2760
1834
.534
.926
.63
35.8
1311 ⁄ 4
135
17.5
19.1
6442
.225
2764
2143
.243
.735
.15
44.4
1411 ⁄ 2
155
19.1
20.7
7048
.329
3067
2349
.550
.040
.96
50.3
16
216
520
.722
.384
60.3
3233
6829
61.9
62.5
52.5
863
.517
21 ⁄ 219
023
.925
.410
073
.037
3875
3274
.675
.462
.78
76.2
193
210
27.0
28.6
117
88.9
4143
7832
90.7
91.4
77.9
1092
.221
31 ⁄ 223
028
.630
.213
310
1.6
4344
7937
103.
410
4.1
90.1
1010
4.9
...
425
530
.231
.814
611
4.3
4648
8437
116.
111
6.8
102.
311
117.
6..
.
528
033
.435
.017
814
1.3
4951
9743
143.
814
4.4
128.
211
144.
4..
.6
320
35.0
36.6
206
168.
351
5297
4717
0.7
171.
415
4.1
1317
1.4
...
838
039
.741
.326
021
9.1
6062
110
5122
1.5
222.
220
2.7
1322
2.2
...
1044
546
.147
.732
127
3.0
6595
116
5627
6.2
277.
425
4.6
1327
6.2
...
1252
049
.350
.837
532
3.8
7110
212
961
327.
032
8.2
304.
813
328.
6..
.
1458
552
.454
.042
535
5.6
7511
114
164
359.
236
0.2
Not
e(7
)13
360.
4..
.16
650
55.6
57.2
483
406.
481
121
144
6941
0.5
411.
2N
ote
(7)
1341
1.2
...
1871
058
.860
.453
345
7.0
8713
015
770
461.
846
2.3
Not
e(7
)13
462.
0..
.20
775
62.0
63.5
587
508.
094
140
160
7451
3.1
514.
4N
ote
(7)
1351
2.8
...
2491
568
.369
.970
261
0.0
105
152
167
8361
6.0
616.
0N
ote
(7)
1361
4.4
...
82
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e11
Dim
ensi
ons
ofCl
ass
300
Flan
ges
(Con
t’d)
GEN
ERA
LN
OTE
S:
(a)
Dim
ensi
ons
ofTa
ble
11ar
ein
mill
imet
ers.
For
dim
ensi
ons
inin
chun
its,
refe
rto
Man
dato
ryA
ppen
dix
II,Ta
ble
II-11
.(b
)Fo
rto
lera
nces
,se
ese
ctio
n7.
(c)
For
faci
ngs,
see
para
.6.
4.(d
)Fo
rfla
nge
bolt
hole
s,se
epa
ra.
6.5
and
Tabl
e10
.(e
)Fo
rsp
otfa
cing
,se
epa
ra.
6.6.
(f)
For
redu
cing
thre
aded
and
slip
-on
flang
es,
see
Tab l
e6.
(g)
Blin
dfla
nges
may
bem
ade
wit
hor
wit
hout
hubs
atth
em
anuf
actu
rer’
sop
tion
.(h
)Fo
rre
duci
ngw
eldi
ngne
ckfla
nges
,se
epa
ra.
6.8.
NO
TES
:(1
)Th
isdi
men
sion
isfo
rth
ela
rge
end
ofth
ehu
b,w
hic h
may
best
raig
htor
tape
red.
Tape
rsh
all
not
exce
ed7
deg
onth
read
ed,
slip
-on,
sock
et-w
eldi
ng,
and
lapp
edfla
nges
.Th
i sdi
men
sion
isde
fined
asth
edi
amet
erat
the
inte
rsec
tion
betw
een
the
hub
tape
ran
dba
ckfa
ceof
the
flang
e.(2
)Th
ese
flang
esm
aybe
supp
lied
wit
ha
flat
face
.Th
efla
tfa
cem
aybe
eith
erth
efu
llt f
dim
ensi
onth
ickn
ess
plus
2-m
mor
the
t fdi
men
sion
thic
knes
sw
itho
utth
era
ised
face
heig
ht.
See
para
.6.
3.2
for
addi
tion
alre
stri
ctio
ns.
(3)
The
flang
edi
men
sion
sill
ustr
ated
are
for
regu
larl
yfu
rnis
hed
2-m
mra
ised
face
(exc
ept
lapp
ed);
for
requ
irem
ents
ofot
her
faci
ngs,
see
Fig.
7.(4
)Fo
rw
eldi
ngen
dbe
vel,
see
para
.6.
7.(5
)Fo
rth
read
ofth
read
edfla
nges
,se
epa
ra.
6.9.
(6)
Dim
ensi
ons
inCo
lum
n13
corr
espo
ndto
the
insi
dedi
amet
ers
ofpi
peas
give
nin
ASM
EB
36.1
0Mfo
rst
anda
rdw
all
pipe
.S
tand
ard
wal
ldi
men
sion
sar
eth
esa
me
asS
ched
ule
40in
size
sN
PS10
and
smal
ler.
Tole
ranc
esin
para
.7.
5.2
appl
y.Th
ese
bore
size
sar
efu
rnis
hed
unle
ssot
herw
ise
spec
ified
byth
epu
rcha
ser.
(7)
Tobe
spec
ified
byth
ePu
rcha
ser.
83
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e12
Dim
ensi
ons
ofCl
ass
300
Flan
ged
Fitt
ings
Elb
ow
Lo
ng
Rad
ius
Elb
ow
45-d
eg
Elb
ow
Tee
Cro
ss
AA
HH
AA
HH
BB JJ
CC
KK
CC KK
GG
NN
GG
NN
FF MM
90 d
eg
AA HH
AAHH
BB JJ
EE LL
EELL
FF MM
AA
HH
AA
HH
AA
HH
AA
HH
AA
HH
45-d
eg
Late
ral
Red
ucer
Eccen
tric
Red
ucer
Tru
e “
Y”
AA
HH
AA
HH
12
34
56
78
910
1112
2-m
mR
aise
dFa
ce(F
lang
eEd
ge)
[Not
e(4
)]
Cont
act
Long
Sho
rtS
urfa
ce-
Rin
gJo
int
Cent
er-t
o-Ce
nter
-to-
Cent
er-
Cent
er-t
o-to
-[N
ote
(2)]
Cont
act
Cont
act
Cent
er-t
o-to
-Co
ntac
tCo
ntac
tS
urfa
ceof
Sur
face
ofCo
ntac
tCo
ntac
tS
urfa
ceof
Sur
face
ofCe
nter
-to-
End
Out
side
Min
imum
Min
imum
Insi
deR
aise
dFa
ceR
aise
dFa
ceS
urfa
ceof
Sur
face
ofR
aise
dR
aise
dEl
bow
,Te
e,N
omin
alD
iam
eter
Thic
knes
sof
Wal
lD
iam
eter
Elbo
w,
Tee,
Long
Rai
sed
Face
Rai
sed
Face
Face
Cros
s,an
dPi
peof
Flan
ge,
Thic
knes
sof
Cros
s,an
dR
adiu
s45
-deg
Face
Late
ral
and
Redu
cer,
True
“Y,”
Siz
e,Fl
ange
,t f
ofFi
ttin
g,Fi
ttin
g,Tr
ue“Y
,”El
bow
,El
bow
,La
tera
l,Tr
ue“Y
,”G
GH
HN
PSO
[Not
es(1
)–(3
)]t m
dA
AB
BCC
EEFF
[Not
e(5
)][N
ote
(4)]
112
515
.94.
825
102
127
5716
551
114
108
11 ⁄ 413
517
.54.
832
108
140
6418
457
114
114
11 ⁄ 215
519
.14.
838
114
152
7021
664
114
121
216
520
.76.
451
127
165
7622
964
127
135
21 ⁄ 219
023
.96.
464
140
178
8926
764
140
148
321
027
.07.
176
152
197
8927
976
152
160
31 ⁄ 223
028
.67.
489
165
216
102
318
7616
517
34
255
30.2
7.9
102
178
229
114
343
7617
818
6
84
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e12
Dim
ensi
ons
ofCl
ass
300
Flan
ged
Fitt
ings
(Con
t’d)
12
34
56
78
910
1112
2-m
mR
aise
dFa
ce(F
lang
eEd
ge)
[Not
e(4
)]
Cont
act
Long
Sho
rtS
urfa
ce-
Rin
gJo
int
Cent
er-t
o-Ce
nter
-to-
Cent
er-
Cent
er-t
o-to
-[N
ote
(2)]
Cont
act
Cont
act
Cent
er-t
o-to
-Co
ntac
tCo
ntac
tS
urfa
ceof
Sur
face
ofCo
ntac
tCo
ntac
tS
urfa
ceof
Sur
face
ofCe
nter
-to-
End
Out
side
Min
imum
Min
imum
Insi
deR
aise
dFa
ceR
aise
dFa
ceS
urfa
ceof
Sur
face
ofR
aise
dR
aise
dEl
bow
,Te
e,N
omin
alD
iam
eter
Thic
knes
sof
Wal
lD
iam
eter
Elbo
w,
Tee,
Long
Rai
sed
Face
Rai
sed
Face
Face
Cros
s,an
dPi
peof
Flan
ge,
Thic
knes
sof
Cros
s,an
dR
adiu
s45
-deg
Face
Late
ral
and
Redu
cer,
True
“Y,”
Siz
e,Fl
ange
,t f
ofFi
ttin
g,Fi
ttin
g,Tr
ue“Y
,”El
bow
,El
bow
,La
tera
l,Tr
ue“Y
,”G
GH
HN
PSO
[Not
es(1
)–(3
)]t m
dA
AB
BCC
EEFF
[Not
e(5
)][N
ote
(4)]
528
033
.49.
512
720
326
012
738
189
203
211
632
035
.09.
515
221
629
214
044
510
222
922
48
380
39.7
11.1
203
254
356
152
521
127
279
262
1044
546
.112
.725
429
241
917
861
014
030
530
012
520
49.3
14.3
305
330
483
203
698
152
356
338
1458
552
.415
.933
738
154
621
678
716
540
638
916
650
55.6
17.5
387
419
610
241
876
190
457
427
1871
058
.819
.043
245
767
325
495
220
348
346
520
775
62.0
20.6
483
495
737
267
1029
216
508
505
2491
568
.323
.858
457
286
430
512
0625
461
058
3
85
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e12
Dim
ensi
ons
ofCl
ass
300
Flan
ged
Fitt
ings
(Con
t’d)
Fla
ng
ed
Fit
tin
gR
ou
nd
Ba
se
Sq
ua
re B
ase
Ba
se
Elb
ow
Ba
se
Te
e
O
tS
Fou
r b
olt
ho
les
t f
d
S
S
ST
UR
S
U
T
R
1314
1516
1718
1920
2122
231
Rin
gJo
int
[Not
e(4
)]D
iam
eter
Bas
eD
rilli
ng[N
ote
(11)
]of
Roun
dS
hort
Bas
eor
Cent
er-t
o-En
dLo
ngCe
nter
-to-
End
End-
to-E
ndW
idth
ofB
olt
Long
Rad
ius
Cent
er-t
o-En
dCe
nter
-to-
End
Late
ral
and
Redu
cer,
Squ
are
Thic
knes
sof
Thic
knes
sCi
rcle
orD
iam
eter
Nom
inal
Elbo
w,
45-d
egEl
bow
,La
tera
l,Tr
ue“Y
,”N
NCe
nter
-to-
Bas
e,B
ase,
Bas
e,of
Rib
s,B
olt
ofPi
peJJ
KK
LLM
M[N
otes
(4),
RS
TU
Spa
cing
,D
rille
dS
ize,
[Not
e(6
)][N
ote
(6)]
[Not
e(6
)][N
ote
(6)]
(6)]
[Not
es(7
)–(9
)]N
ote
(7)]
[Not
es(7
)–(1
0)]
[Not
e(7
)]W
Hol
esN
PS
1 33
6 41 7
15 7
...
...
...
...
...
...
...
11 4
67 0
1 91
6 4..
...
...
...
...
...
...
.11 ⁄ 4
1 59
7 62 2
27 0
...
...
...
...
...
...
...
11 ⁄ 2
173
8423
771
...
114
133
1913
98.4
3 ⁄ 42
186
9727
571
...
121
133
1913
98.4
3 ⁄ 421 ⁄ 2
205
9728
784
...
133
156
2116
114.
37 ⁄ 8
322
411
032
584
...
143
156
2116
114.
37 ⁄ 8
31 ⁄ 223
712
435
184
...
152
165
2216
127.
03 ⁄ 4
4
268
135
389
97..
.17
119
025
1914
9.2
7 ⁄ 85
300
148
452
110
...
190
190
2519
149.
27 ⁄ 8
636
416
052
913
5..
.22
925
432
2220
0.0
7 ⁄ 88
427
186
618
148
...
267
254
3222
200.
07 ⁄ 8
1049
121
170
616
0..
.30
531
836
2526
9.9
7 ⁄ 812
86
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e12
Dim
ensi
ons
ofCl
ass
300
Flan
ged
Fitt
ings
(Con
t’d)
1314
1516
1718
1920
2122
231
Rin
gJo
int
[Not
e(5
)]D
iam
eter
Bas
eD
rilli
ng[N
ote
(11)
]of
Roun
dS
hort
Bas
eor
Cent
er-t
o-En
dCe
nter
-to-
End
Long
Cent
er-t
o-En
dEn
d-to
-End
Wid
thof
Bol
tLo
ngR
adiu
s45
-deg
Cent
er-t
o-En
dLa
tera
lan
dRe
duce
r,S
quar
eTh
ickn
ess
ofTh
ickn
ess
Circ
leor
Dia
met
erN
omin
alEl
bow
,El
bow
,La
tera
l,Tr
ue“Y
,”N
NCe
nter
-to-
Bas
e,B
ase,
Bas
e,of
Rib
s,B
olt
ofPi
peJJ
KK
LLM
M[N
otes
RS
TU
Spa
cing
,D
rille
dS
ize,
[Not
e(6
)][N
ote
(6)]
[Not
e(6
)][N
ote
(6)]
(4),
(6)]
[Not
es(7
)–(9
)][N
ote
(7)]
[Not
es(7
)–(1
0)]
[Not
e(7
)]W
Hol
esN
PS
554
224
795
173
...
343
318
3625
269.
97 ⁄ 8
1461
824
988
419
8..
.37
531
836
2926
9.9
7 ⁄ 816
681
262
960
211
...
413
381
4129
330.
21
1874
627
610
3822
5..
.45
438
141
3233
0.2
120
875
316
1218
285
...
527
444
4832
387.
411 ⁄ 8
24
GEN
ERA
LN
OTE
S:
(a)
Dim
ensi
ons
ofTa
ble
12ar
ein
mill
imet
ers.
For
dim
ensi
ons
inin
chun
its,
refe
rto
Man
dato
ryA
ppen
dix
II,Ta
ble
II-12
.(b
)Fo
rto
lera
nces
,se
ese
ctio
n7.
(c)
For
faci
ngs,
see
para
.6.
4.(d
)Fo
rfla
nge
bolt
hole
s,se
epa
ra.
6.5
and
Tabl
e8.
(e)
For
spot
faci
ng,
see
para
.6.
6(f
)Fo
rint
erse
ctin
gce
nter
lines
,cen
ter-
to-c
onta
ctsu
rfac
e ,an
dce
nter
-to-
end
dim
ensi
ons
ofsi
deou
tlet
fitti
ngs,
see
par a
.6.2
.4.
(g)
For
cent
er-t
o-co
ntac
tsu
rfac
ean
dce
nter
-to-
end
dim
ensi
ons
ofsp
ecia
lde
gree
elbo
ws,
see
para
.6.
2.5.
(h)
For
rein
forc
emen
tof
cert
ain
fitti
ngs,
see
para
.6.
1.1.
(i)
For
drai
ns,
see
para
.6.
12.
NO
TES
:(1
)Th
ese
fitti
ngs
may
besu
pplie
dw
ith
afla
tfa
cefla
nge.
The
flat
face
may
beei
ther
the
full
t fdi
men
sion
thic
knes
spl
us2
mm
orth
et f
dim
ensi
onth
ickn
ess
wit
hout
the
rais
edfa
cehe
ight
.S
eepa
ra.
6.3.
2fo
rad
diti
onal
rest
rict
ions
.(2
)Th
eth
ickn
ess
ofth
efla
nge
dim
ensi
onill
ustr
ated
isfo
rre
gula
rly
furn
ishe
d2-
mm
rais
edfa
ce(e
xcep
tla
pped
);fo
rth
ickn
ess
requ
irem
ents
ofot
her
faci
ngs,
see
Fig.
7.(3
)Th
eth
ickn
ess
offla
nge
min
imum
dim
ensi
ons
for
loos
efla
nges
,Ta
ble
9,si
zeN
PS3
1 ⁄ 2an
dsm
alle
r,ar
esl
ight
lyhe
avie
rth
anfo
rfla
nges
onth
ese
fitti
ngs
that
are
rein
forc
edby
bein
gca
stin
tegr
alw
ith
the
body
offit
ting
.(4
)Fo
rco
ntac
tsu
rfac
e-to
-con
tact
surf
ace
and
end-
to-e
nddi
men
sion
sof
redu
cers
and
ecce
ntri
cre
duce
rs,
see
para
.6.
2.3.
(5)
For
cent
er-t
o-co
ntac
tsu
rfac
ean
dce
nter
-to-
end
dim
ensi
ons
ofre
duci
ngfit
ting
s,se
epa
ra.
6.2.
3.(6
)Th
ese
dim
ensi
ons
appl
yto
stra
ight
size
son
ly(s
eepa
ras.
6.2.
3an
d6.
4.2.
2).
For
cent
er-t
o-en
ddi
men
sion
sof
redu
cing
fitti
ngs
oren
d-to
-end
dim
ensi
ons
ofre
duce
rs,
use
cent
er-t
o-co
ntac
tsu
rfac
eor
cont
act
surf
ace-
to-c
onta
ctsu
rfac
edi
men
sion
sof
2-m
mra
ised
face
(fla
nge
edge
)fo
rth
ela
rges
top
enin
g,an
dad
dth
epr
oper
heig
htto
prov
ide
for
the
ring
join
tgr
oove
appl
ying
toea
chfla
nge.
See
Tabl
e5
for
ring
join
tfa
cing
dim
ensi
ons.
(7)
The
base
dim
ensi
ons
appl
yto
all
stra
ight
and
redu
cing
size
s.(8
)Fo
rre
duci
ngfit
ting
s,th
esi
zean
dce
nter
-to-
face
dim
ensi
onof
base
are
dete
rmin
edby
the
size
ofth
ela
rges
top
enin
gof
fitti
ngs.
Inth
eca
seof
redu
cing
base
elbo
ws,
orde
rssh
all
spec
ify
whe
ther
the
base
shal
lbe
oppo
site
the
larg
eror
smal
ler
open
ing.
(9)
Bas
essh
all
bepl
ain
face
dun
less
othe
rwis
esp
ecifi
ed,
and
the
cent
er-t
o-ba
sedi
men
sion
Rsh
all
beth
efin
ishe
ddi
men
sion
.(1
0)B
ases
may
beca
stin
tegr
alor
atta
ched
asw
eldm
ents
atth
eop
tion
ofth
em
anuf
actu
rer.
(11)
The
base
sof
thes
efit
ting
sar
ein
tend
edfo
rsu
ppor
tin
com
pres
sion
and
are
not
tobe
used
for
anch
ors
orsu
ppor
tsin
tens
ion
orsh
ear.
87
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 13 Templates for Drilling Class 400 Pipe Flanges
Flange Stud Bolt With Nuts
O
L
Point height [Note (1)]
1 2 3 4 5 6 7 8 9
Length of Bolts,L
Drilling [Notes (2), (3)] [Notes (1), (4)]
Nominal Outside Diameter Diameter Male andPipe Diameter of Bolt of Bolt Number Diameter 7-mm Female/Size, of Flange, Circle, Holes, of of Bolts, Raised Tongue RingNPS O W in. Bolts in. Face and Groove Joint
1⁄23⁄41
11⁄411⁄2 Use Class 600 dimensions in these sizes
221⁄2
331⁄2
4 255 200.0 1 8 7⁄8 140 135 1405 280 235.0 1 8 7⁄8 145 135 1456 320 269.9 1 12 7⁄8 150 145 1508 380 330.0 11⁄8 12 1 170 165 170
10 445 387.4 11⁄4 16 11⁄8 190 185 19012 520 450.8 13⁄8 16 11⁄4 205 195 205
14 585 514.4 1 3⁄8 20 11⁄4 210 205 21016 650 571.5 1 1⁄2 20 13⁄8 220 215 22018 710 628.6 11⁄2 24 13⁄8 230 220 23020 775 685.8 15⁄8 24 11⁄2 240 235 25024 915 812.8 17⁄8 24 13⁄4 265 260 280
GENERAL NOTES:(a) Dimensions of Table 13 are in millimeters, except for the diameter of bolts and bolt holes, which are in inch units. For dimensions in
inch units, refer to Mandatory Appendix II, Table II-13.(b) For other dimensions, see Table 14.
NOTES:(1) The length of the stud bolt does not include the height of the points. See para. 6.10.2.(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).
88
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 14 Dimensions of Class 400 Flanges
Threaded
O
X [Note (1)]
Ytf Y
Y
tf
Slip-On Welding
O
Lapped
O
X [Note (1)]
X [Note (1)]
Q
B
tf
Welding Neck
OBlind
O
Ah
YB
tftf
X
r
B
T
1 2 3 4 5 6 7 8 9 10 11 12 13 14
Hub Diam. Minimum CornerBeginning Thread Bore
Outside Min. of Chamfer Length Radius of MinimumLength Through Hub BoreNom. Diam. Thickness Diam. Welding Threaded Lapped Counterbore
Pipe of of of Neck, Threaded/ Welding Flange, Min. Min. Welding Flange ThreadedSize, Flange, Flange, Hub, Ah Slip-On, Lapped, Neck, T Slip-On, Lapped, Neck, and Pipe, Flange,NPS O tf X [Note (2)] Y Y Y [Note (3)] B B B r Q
1⁄23⁄41
11⁄411⁄2
Use Class 600 dimensions in these sizes [Note (4)]
221⁄2
331⁄2
4 255 35.0 146 114.3 51 51 89 37 116.1 116.8 Note (5) 11 117.65 280 38.1 178 141.3 54 54 102 43 143.8 144.5 Note (5) 11 144.46 320 41.3 206 168.3 57 57 103 46 170.7 171.4 Note (5) 13 171.48 380 47.7 260 219.1 68 68 117 51 221.5 222.2 Note (5) 13 222.2
10 445 54.0 321 273.0 73 102 124 56 276.2 277.4 Note (5) 13 276.212 520 57.2 375 323.8 79 108 137 61 327.0 328.2 Note (5) 13 328.6
14 585 60.4 425 355.6 84 117 149 64 359.2 360.2 Note (5) 13 360.416 650 63.5 483 406.4 94 127 152 69 410.5 411.2 Note (5) 13 411.218 710 66.7 533 457.0 98 137 165 70 461.8 462.3 Note (5) 13 462.020 775 69.9 587 508.0 102 146 168 74 513.1 514.4 Note (5) 13 512.824 915 76.2 702 610.0 114 159 175 83 616.0 616.0 Note (5) 13 614.4
89
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 14 Dimensions of Class 400 Flanges (Cont’d)
GENERAL NOTES:(a) Dimensions of Table 14 are in millimeters, except for the diameter of bolts and bolt holes, which are in inch units. For dimensions in inch units, refer to
Mandatory Appendix II, Table II-7.(b) For tolerances, see section 7.(c) For facings, see para. 6.4.(d) For flange bolt holes, see para. 6.5 and Table 13.(e) For spot facing, see para 6.6.(f) For reducing threaded and slip-on flanges, see Table 6.(g) Blind flanges may be made with or without hubs at the manufacturer’s option.(h) For reducing welding neck flanges, see para 6.8.
NOTES:(1) This dimension is for the large end of the hub, which may be straight or tapered. Taper shall not exceed 7 deg on threaded, slip-on, socket-welding, and
lapped flanges. This dimension is defined as the diameter at the intersection between the hub taper and back face of the flange.(2) For welding end bevel, see para. 6.7.(3) For thread of threaded flanges, see para. 6.9.(4) Socket welding flanges may be provided in NPS 1⁄2 through NPS 21⁄2, using Class 600 dimensions.(5) To be specified by the Purchaser.
90
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 15 Templates for Drilling Class 600 Pipe Flanges and Flanged Fittings
Flange Stud Bolt With Nuts
O
L
Point height [Note (1)]
1 2 3 4 5 6 7 8 9
Length of Bolts,L
Drilling [Notes (2), (3)] [Notes (1), (4)]
Nominal Outside Diameter Diameter Male andPipe Diameter of Bolt of Bolt Number Diameter 7-mm Female/Size, of Flange, Circle, Holes, of of Bolts, Raised Tongue RingNPS O W in. Bolts in. Face and Groove Joint
1⁄2 95 66.7 5⁄8 4 1⁄2 75 70 753⁄4 115 82.6 3⁄4 4 5⁄8 90 85 901 125 88.9 3⁄4 4 5⁄8 90 85 90
11⁄4 135 98.4 3⁄4 4 5⁄8 95 90 9511⁄2 155 114.3 7⁄8 4 3⁄4 110 100 110
2 165 127.0 3⁄4 8 5⁄8 110 100 11021⁄2 190 149.2 7⁄8 8 3⁄4 120 115 120
3 210 168.3 7⁄8 8 3⁄4 125 120 12531⁄2 230 184.2 1 8 7⁄8 140 135 140
4 275 215.9 1 8 7⁄8 145 140 145
5 330 266.7 11⁄8 8 1 165 160 1656 355 292.1 11⁄8 12 1 170 165 1708 420 349.2 11⁄4 12 11⁄8 190 185 195
10 510 431.8 13⁄8 16 11⁄4 215 210 21512 560 489.0 13⁄8 20 11⁄4 220 215 220
14 605 527.0 11⁄2 20 13⁄8 235 230 23516 685 603.2 15⁄8 20 11⁄2 255 250 25518 745 654.0 13⁄4 20 15⁄8 275 265 27520 815 723.9 13⁄4 24 15⁄8 285 280 29024 940 838.2 2 24 17⁄8 330 325 335
GENERAL NOTES:(a) Dimensions of Table 15 are in millimeters, except for the diameters of the bolts and bolt holes, which are expressed in inch units. For
dimensions in inch units, refer to Mandatory Appendix II, Table II-15.(b) For other dimensions, see Table 16.
NOTES:(1) The length of the stud bolt does not include the height of the points (see para 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para 6.6.(4) Bolt lengths not shown in the table may be in accordance with Nonmandatory Appendix C (see para. 6.10.2).
91
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e16
Dim
ensi
ons
ofCl
ass
600
Flan
ges
Th
rea
de
d
O
X [
No
te (
1)]
Q
Yt f
Y
Y
t fT
Sli
p-O
n W
eld
ing
O
La
pp
ed
O
X [
No
te (
1)]
X [
No
te (
1)]
B B
t f
We
ldin
g N
eck
OB
lin
d
So
ck
et
We
ldin
g (
NP
S 1
/ 2 t
o 3
On
ly)
O
D
BC
ol.
12
BX
[N
ote
(1)
]
Co
l. 10
Y
Ah
YB
t ft ft f
X
r
O
12
34
56
78
910
1112
1314
15
Leng
thTh
roug
hH
ubM
inim
umB
ore
Corn
erH
ubD
iam
eter
Thre
adB
ore
Out
side
Beg
inni
ngof
Thre
aded
/Le
ngth
Min
imum
Wel
ding
Rad
ius
ofM
inim
umN
omin
alD
iam
eter
Min
imum
Cham
fer
Slip
-On/
Thre
aded
Slip
-On/
Nec
k/La
pped
Coun
terb
ore
Pipe
ofTh
ickn
ess
Dia
met
erW
eldi
ngN
eck,
Soc
ket
Wel
ding
Flan
ge,
Soc
ket
Min
imum
Soc
ket
Flan
gean
dTh
read
edD
epth
ofS
ize,
Flan
ge,
ofFl
ange
,of
Hub
,A h
Wel
ding
,La
pped
,N
eck,
TW
eldi
ng,
Lapp
ed,
Wel
ding
,Pi
pe,
Flan
ge,
Soc
ket,
NPS
Ot f
X[N
ote
(2)]
YY
Y[N
ote
(3)]
BB
Br
QD
1 ⁄ 295
14.3
3821
.322
2252
1622
.222
.9N
ote
(4)
323
.610
3 ⁄ 411
515
.948
26.7
2525
5716
27.7
28.2
Not
e(4
)3
29.0
111
125
17.5
5433
.427
2762
1834
.534
.9N
ote
(4)
335
.813
11 ⁄ 413
520
.764
42.2
2929
6721
43.2
43.7
Not
e(4
)5
44.4
1411 ⁄ 2
155
22.3
7048
.332
3270
2349
.550
.0N
ote
(4)
650
.616
92
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e16
Dim
ensi
ons
ofCl
ass
600
Flan
ges
(Con
t’d)
12
34
56
78
910
1112
1314
15
Leng
thTh
roug
hH
ubM
inim
umB
ore
Corn
erH
ubD
iam
eter
Thre
adB
ore
Out
side
Beg
inni
ngof
Thre
aded
/Le
ngth
Min
imum
Wel
ding
Rad
ius
ofM
inim
umN
omin
alD
iam
eter
Min
imum
Cham
fer
Slip
-On/
Thre
aded
Slip
-On/
Nec
k/La
pped
Coun
terb
ore
Pipe
ofTh
ickn
ess
Dia
met
erW
eldi
ngN
eck,
Soc
ket
Wel
ding
Flan
ge,
Soc
ket
Min
imum
Soc
ket
Flan
gean
dTh
read
edD
epth
ofS
ize,
Flan
ge,
ofFl
ange
,of
Hub
,A h
Wel
ding
,La
pped
,N
eck,
TW
eldi
ng,
Lapp
ed,
Wel
ding
,Pi
pe,
Flan
ge,
Soc
ket,
NPS
Ot f
X[N
ote
(2)]
YY
Y[N
ote
(3)]
BB
Br
QD
216
525
.484
60.3
3737
7329
61.9
62.5
Not
e(4
)8
63.5
1721 ⁄ 2
190
28.6
100
73.0
4141
7932
74.6
75.4
Not
e(4
)8
76.2
193
210
31.8
117
88.9
4646
8335
90.7
91.4
Not
e(4
)10
92.2
2131 ⁄ 2
230
35.0
133
101.
649
4986
4010
3.4
104.
1N
ote
(4)
1010
4.9
...
427
538
.115
211
4.3
5454
102
4211
6.1
116.
8N
ote
(4)
1111
7.6
...
533
044
.518
914
1.3
6060
114
4814
3.8
144.
4N
ote
(4)
1114
4.4
...
635
547
.722
216
8.3
6767
117
5117
0.7
171.
4N
ote
(4)
1317
1.4
...
842
055
.627
321
9.1
7676
133
5822
1.5
222.
2N
ote
(4)
1322
2.2
...
1051
063
.534
327
3.0
8611
115
266
276.
227
7.4
Not
e(4
)13
276.
2..
.12
560
66.7
400
323.
892
117
156
7032
7.0
328.
2N
ote
(4)
1332
8.6
...
1460
569
.943
235
5.6
9412
716
574
359.
236
0.2
Not
e(4
)13
360.
4..
.16
685
76.2
495
406.
410
614
017
878
410.
541
1.2
Not
e(4
)13
411.
2..
.18
745
82.6
546
457.
011
715
218
480
461.
846
2.3
Not
e(4
)13
462.
0..
.20
815
88.9
610
508.
012
716
519
083
513.
151
4.4
Not
e(4
)13
512.
8..
.24
940
101.
671
861
0.0
140
184
203
9361
6.0
616.
0N
ote
(4)
1361
4.4
...
GEN
ERA
LN
OTE
S:
(a)
Dim
ensi
ons
ofTa
ble
16ar
ein
mill
imet
ers,
exce
ptfo
rth
edi
amet
erof
the
bolt
san
dbo
ltho
les,
whi
char
ein
inc h
unit
s.Fo
rdi
men
sion
sin
inch
unit
s,re
fer
toM
anda
tory
App
endi
xII,
Tabl
eII-
16.
(b)
For
tole
ranc
e,se
ese
ctio
n7.
(c)
For
faci
ngs,
see
para
.6.
4.(d
)Fo
rfla
nge
bolt
hole
s,se
epa
ra.
6.5
and
Tabl
e15
.(e
)Fo
rsp
otfa
cing
,se
epa
ra.
6.6.
(f)
For
redu
cing
thre
aded
and
slip
-on
flang
es,
see
Tab l
e6.
(g)
Blin
dfla
nges
may
bem
ade
wit
hor
wit
hout
hubs
a tth
em
anuf
actu
rer’
sop
tion
.(h
)Fo
rre
duci
ngw
eldi
ngne
ckfla
nges
,se
epa
ra.
6.8.
NO
TES
:(1
)Th
isdi
men
sion
isfo
rth
ela
rge
end
ofth
ehu
b,w
hic h
may
best
raig
htor
tape
red.
Tape
rsh
all
not
exce
ed7
deg
onth
read
ed,
slip
-on,
sock
et-w
eldi
ng,
and
lapp
edfla
nges
.Th
isdi
men
sion
isde
fined
asth
edi
amet
erat
the
inte
rsec
tion
betw
een
the
hub
tape
ran
dba
ckfa
ceof
the
flang
e.(2
)Fo
rw
eldi
ngen
dbe
vel,
see
para
.6.
7.(3
)Fo
rth
read
ofth
read
edfla
nges
,se
epa
ra.
6.9.
(4)
Tobe
spec
ified
byth
ePu
rcha
ser.
93
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 17 Templates for Drilling Class 900 Pipe Flanges and Flanged Fittings
Flange Stud Bolt With Nuts
O
L
Point height [Note (1)]
1 2 3 4 5 6 7 8 9
Length of Bolts,L
Drilling [Notes (2), (3)] [Notes (1), (4)]Nominal OutsidePipe Diameter Diameter of Diameter ofSize, of Flange, Bolt Circle, Bolt Holes, Number of Diameter of 7-mm Male and Female/NPS O W in. Bolts Bolts, in. Raised Face Tongue and Groove Ring Joint
1⁄23⁄41
Use Class 1500 dimensions in these sizes11⁄411⁄2
221⁄2
3 240 190.5 1 8 7⁄8 145 140 1454 290 235.0 11⁄4 8 11⁄8 170 165 1705 350 279.4 13⁄8 8 11⁄4 190 185 1906 380 317.5 11⁄4 12 11⁄8 190 185 195
8 470 393.7 11⁄2 12 13⁄8 220 215 22010 545 469.9 11⁄2 16 13⁄8 235 230 23512 610 533.4 11⁄2 20 13⁄8 255 250 25514 640 558.8 15⁄8 20 11⁄2 275 265 280
16 705 616.0 13⁄4 20 15⁄8 285 280 29018 785 685.8 2 20 17⁄8 325 320 33520 855 749.3 21⁄8 20 2 350 345 36024 1,040 901.7 25⁄8 20 21⁄2 440 430 455
GENERAL NOTES:(a) Dimensions of Table 17 are in millimeters, except for diameters of bolts and bolt holes, which are in inch units. For dimensions in inch
units, refer to Mandatory Appendix II, Table II-17.(b) For other dimensions, see Tables 18 and 19.
NOTES:(1) The length of the stud bolt does not include the height of the points (see para 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).
94
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 18 Dimensions of Class 900 Flanges
Threaded
O
X [Note (1)]
Ytf Y
Y
tf
Slip-On Welding
O
Lapped
O
X [Note (1)]
X [Note (1)]
Q
B
tf
Welding Neck
OBlind
O
Ah
YB
tftf
X
r
B
T
Table 18 Dimensions of Class 900 Flanges (Cont’d)1 2 3 4 5 6 7 8 9 10 11 12 13 14
Hub Diam. Minimum CornerBeginning Thread Bore
Outside of Chamfer Length Radius of MinimumLength Through Hub Bore
Nom. Diam. Min. Diam. Welding Threaded Lapped CounterborePipe of Thickness of Neck, Threaded/ Welding Flange, Min. Min. Welding Flange ThreadedSize, Flange, of Flange, Hub, Ah Slip-On, Lapped, Neck, T Slip-On, Lapped, Neck, and Pipe, Flange,NPS O tf X [Note (2)] Y Y Y [Note (3)] B B B r Q
1⁄23⁄4111⁄4 Use Class 1500 dimensions in these sizes [Note (4)]11⁄2221⁄2
3 240 38.1 127 88.9 54 54 102 42 90.7 91.4 Note (5) 10 92.24 290 44.5 159 114.3 70 70 114 48 116.1 116.8 Note (5) 11 117.6
5 350 50.8 190 141.3 79 79 127 54 143.8 144.4 Note (5) 11 144.46 380 55.6 235 168.3 86 86 140 58 170.7 171.4 Note (5) 13 171.48 470 63.5 298 219.1 102 114 162 64 221.5 222.2 Note (5) 13 222.2
10 545 69.9 368 273.0 108 127 184 72 276.2 277.4 Note (5) 13 276.212 610 79.4 419 323.8 117 143 200 77 327.0 328.2 Note (5) 13 328.6
14 640 85.8 451 355.6 130 156 213 83 359.2 360.2 Note (5) 13 360.416 705 88.9 508 406.4 133 165 216 86 410.5 411.2 Note (5) 13 411.218 785 101.6 565 457.0 152 190 229 89 461.8 462.3 Note (5) 13 462.020 855 108.0 622 508.0 159 210 248 93 513.1 514.4 Note (5) 13 512.824 1,040 139.7 749 610.0 203 267 292 102 616.0 616.0 Note (5) 13 614.4
95
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 18 Dimensions of Class 900 Flanges (Cont’d)
GENERAL NOTES:(a) Dimensions of Table 18 are in millimeters. For dimensions in inch units, refer to Mandatory Appendix II, Table II-18.(b) For tolerances, see section 7.(c) For facings, see para. 6.4.(d) For flange bolt holes, see para. 6.5 and Table 17.(e) For spot facing, see para 6.6.(f) For reducing threaded and slip-on flanges, see Table 6.(g) Blind flanges may be made with or without hubs at the manufacturer’s option.(h) For reducing welding neck flanges, see para. 6.8.
NOTES:(1) This dimension is for the large end of the hub, which may be straight or tapered. Taper shall not exceed 7 deg on threaded, slip-on, socket-welding, and
lapped flanges. This dimension is defined as the diameter at the intersection between the hub taper and back face of the flange.(2) For welding end bevel, see para. 6.7.(3) For thread of threaded flanges, see para. 6.9.(4) Socket welding flanges may be provided in NPS 1⁄2 through NPS 21⁄2, using Class 1500 dimensions.(5) To be specified by the Purchaser.
96
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 19 Templates for Drilling Class 1500 Pipe Flanges
Flange Stud Bolt With Nuts
O
L
Point height [Note (1)]
1 2 3 4 5 6 7 8 9
Length of Bolts,L
Drilling [Notes (2), (3)] [Notes (1), (4)]OutsideNominal Diameter Diameter of Diameter of Diameter of
Pipe Size, of Flange, Bolt Circle, Bolt Holes, Number of Bolts, 7-mm Male and Female/NPS O W in. Bolts in. Raised Face Tongue and Groove Ring Joint
1⁄2 120 82.6 7⁄8 4 3⁄4 110 100 1103⁄4 130 88.9 7⁄8 4 3⁄4 115 110 1151 150 101.6 1 4 7⁄8 125 120 125
11⁄4 160 111.1 1 4 7⁄8 125 120 125
11⁄2 180 123.8 11⁄8 4 1 140 135 1402 215 165.1 1 8 7⁄8 145 140 145
21⁄2 245 190.5 11⁄8 8 1 160 150 1603 265 203.2 11⁄4 8 11⁄8 180 170 1804 310 241.3 13⁄8 8 11⁄4 195 190 195
5 375 292.1 15⁄8 8 11⁄2 250 240 2506 395 317.5 11⁄2 12 13⁄8 260 255 2658 485 393.7 13⁄4 12 15⁄8 290 285 300
10 585 482.6 2 12 17⁄8 335 330 34512 675 571.5 21⁄8 16 2 375 370 385
14 750 635.0 23⁄8 16 21⁄4 405 400 42516 825 704.8 25⁄8 16 21⁄2 445 440 47018 915 774.7 27⁄8 16 23⁄4 495 490 52520 985 831.8 31⁄8 16 3 540 535 56524 1 170 990.6 35⁄8 16 31⁄2 615 610 650
GENERAL NOTES:(a) Dimensions of Table 19 are in millimeters, except for the diameters of the bolts and bolt holes, which are in inch units. For dimensions
in inch units, refer to Mandatory Appendix II, Table II-19.(b) For other dimensions, see Table 20.
NOTES:(1) The length of the stud bolt does not include the height of the points (see para. 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).
97
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e20
Dim
ensi
ons
ofCl
ass
1500
Flan
ges
Th
rea
de
d (
NP
S 1
/ 2 t
o 2
1/ 2
On
ly)
O
X [
No
te (
1)]
Q
Yt f
Y
Y
t fT
Sli
p-O
n W
eld
ing
(N
PS
1/ 2
to
21/ 2
On
ly)
O
La
pp
ed
O
X [
No
te (
1)]
X [
No
te (
1)]
B B
t f
We
ldin
g N
eck
OB
lin
d
So
ck
et
We
ldin
g (
NP
S 1
/ 2 t
o 2
1/ 2
On
ly)
O
D
BC
ol.
12
BX
[N
ote
(1)
]
Co
l. 10
Y
Ah
YB
t ft ft f
X
r
O
12
34
56
78
910
1112
1314
15
Leng
thTh
roug
hH
ubB
ore
Hub
Dia
met
erM
inim
umO
utsi
deB
egin
ning
ofTh
read
ed/
Thre
adLe
ngth
Min
imum
Wel
ding
Corn
erB
ore
Min
imum
Dia
met
erM
inim
umCh
amfe
rS
lip-O
n/Th
read
edS
lip-O
n/N
eck/
Rad
ius
ofCo
unte
rbor
eN
omin
alof
Thic
knes
sD
iam
eter
Wel
ding
Nec
k,S
ocke
tW
eldi
ngFl
ange
,S
ocke
tM
inim
umS
ocke
tLa
pped
Flan
geTh
read
edD
epth
ofPi
peS
ize,
Flan
ge,
ofFl
ange
,of
Hub
,A h
Wel
ding
,La
pped
,N
eck,
TW
eldi
ng,
Lapp
ed,
Wel
ding
,an
dPi
pe,
Flan
ge,
Soc
ket,
NPS
Ot f
X[N
ote
(2)]
YY
Y[N
ote
(3)]
BB
Br
QD
1 ⁄ 212
022
.338
21.3
3232
6023
22.2
22.9
Not
e(4
)3
23.6
103 ⁄ 4
130
25.4
4426
.735
3570
2627
.728
.2N
ote
(4)
329
.011
115
028
.652
33.4
4141
7329
34.5
34.9
Not
e(4
)3
35.8
1311 ⁄ 4
160
28.6
6442
.241
4173
3143
.243
.7N
ote
(4)
544
.414
98
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Tabl
e20
Dim
ensi
ons
ofCl
ass
1500
Flan
ges
(Con
t’d)
12
34
56
78
91 0
1 11 2
1 31 4
1 5
Leng
thTh
roug
hH
ubB
ore
Hub
Dia
met
erM
inim
umO
utsi
deB
egin
ning
ofTh
read
ed/
Thre
adLe
ngth
Min
imum
Wel
ding
Corn
erB
ore
Min
imum
Dia
met
erM
inim
umCh
amfe
rS
lip-O
n/Th
read
edS
lip-O
n/N
eck/
Rad
ius
ofCo
unte
rbor
eN
omin
alof
Thic
knes
sD
iam
eter
Wel
ding
Nec
k,S
ocke
tW
eldi
ngFl
ange
,S
ocke
tM
inim
umS
ocke
tLa
pped
Flan
geTh
read
edD
epth
ofPi
peS
ize,
Flan
ge,
ofFl
ange
,of
Hub
,A h
Wel
ding
,La
pped
,N
eck,
TW
eldi
ng,
Lapp
ed,
Wel
ding
,an
dPi
pe,
Flan
ge,
Soc
ket,
NPS
Ot f
X[N
ote
(2)]
YY
Y[N
ote
(3)]
BB
Br
QD
11 ⁄ 218
031
.870
48.3
4444
8332
49.5
50.0
Not
e(4
)6
50.6
162
215
38.1
105
60.3
5757
102
3961
.962
.5N
ote
(4)
863
.517
21 ⁄ 224
541
.312
473
.064
6410
548
74.6
75.4
Not
e(4
)8
76.2
193
265
47.7
133
88.9
...
7311
7..
...
.91
.4N
ote
(4)
10..
...
.4
310
54.0
162
114.
3..
.90
124
...
...
116.
8N
ote
(4)
11..
...
.
537
573
.119
714
1.3
...
105
156
...
...
144.
4N
ote
(4)
11..
...
.6
395
82.6
229
168.
3..
.11
917
1..
...
.17
1.4
Not
e(4
)13
...
...
848
592
.129
221
9.1
...
143
213
...
...
222.
2N
ote
(4)
13..
...
.10
585
108.
036
827
3.0
...
178
254
...
...
277.
4N
ote
(4)
13..
...
.12
675
123.
945
132
3.8
...
219
283
...
...
328.
2N
ote
(4)
13..
...
.
1475
013
3.4
495
355.
6..
.24
129
8..
...
.36
0.2
Not
e(4
)13
...
...
1682
514
6.1
552
406.
4..
.26
031
1..
...
.41
1.2
Not
e(4
)13
...
...
1891
516
2.0
597
457.
0..
.27
632
7..
...
.46
2.3
Not
e(4
)13
...
...
2098
517
7.8
641
508.
0..
.29
235
6..
...
.51
4.4
Not
e(4
)13
...
241
170
203.
276
261
0.0
...
330
406
...
...
616.
0N
ote
(4)
13..
...
.
GEN
ERA
LN
OTE
S:
(a)
Dim
ensi
ons
ofTa
ble
20ar
ein
mill
imet
ers.
For
dim
ensi
ons
inin
chun
its,
refe
rto
Man
dato
ryA
ppen
dix
II,Ta
ble
II-20
.(b
)Fo
rto
lera
nces
,se
ese
ctio
n7.
(c)
For
faci
ngs,
see
para
.6.
4.(d
)Fo
rfla
nge
bolt
hole
s,se
epa
ra.
6.5
and
Tabl
e19
.(e
)Fo
rsp
otfa
cing
,se
epa
ra6.
6.(f
)Fo
rre
duci
ngth
read
edan
dsl
ip-o
nfla
nges
,se
eTa
ble
6.(g
)B
lind
flang
esm
aybe
mad
ew
ith
orw
itho
uthu
bsa t
the
man
ufac
ture
r’s
opti
on.
(h)
For
redu
cing
wel
ding
neck
flang
es,
see
para
6.8.
NO
TES
:(1
)Th
isdi
men
sion
isfo
rth
ela
rge
end
ofth
ehu
b,w
hic h
may
best
raig
htor
tape
red.
Tape
rsh
all
not
exce
ed7
deg
onth
read
ed,
slip
-on,
sock
et-w
eldi
ng,
and
lapp
edfla
nges
.Th
isdi
men
-si
onis
defin
edas
the
diam
eter
atth
ein
ters
ecti
onbe
twee
nth
ehu
bta
per
and
back
face
ofth
efla
nge.
(2)
For
wel
ding
end
beve
l,se
epa
ra.
6.7.
(3)
For
thre
adof
thre
aded
flang
es,
see
para
.6.
9.(4
)To
besp
ecifi
edby
the
Purc
hase
r.
99
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 21 Templates for Drilling Class 2500 Pipe Flanges
Flange Stud Bolt With Nuts
O
L
Point height [Note (1)]
1 2 3 4 5 6 7 8 9
Length of Bolts,L
Drilling [Notes (2), (3)] [Notes (1), (4)]OutsideNominal Diameter Diameter of Diameter of Diameter 7-mm
Pipe Size, of Flange, Bolt Circle, Bolt Holes, Number of of Bolts, Raised Male and Female/NPS O W in. Bolts in. Face Tongue and Groove Ring Joint
1⁄2 135 88.9 7⁄8 4 3⁄4 120 115 1203⁄4 140 95.2 7⁄8 4 3⁄4 125 120 1251 160 108.0 1 4 7⁄8 140 135 140
11⁄4 185 130.2 11⁄8 4 1 150 145 15011⁄2 205 146.0 11⁄4 4 11⁄8 170 165 170
2 235 171.4 11⁄8 8 1 180 170 18021⁄2 265 196.8 11⁄4 8 11⁄8 195 190 205
3 305 228.6 13⁄8 8 11⁄4 220 215 2304 355 273.0 15⁄8 8 11⁄2 255 250 260
5 420 323.8 17⁄8 8 13⁄4 300 290 3106 485 368.3 21⁄8 8 2 345 335 3558 550 438.2 21⁄8 12 2 380 375 395
10 675 539.8 25⁄8 12 21⁄2 490 485 51012 760 619.1 27⁄8 12 23⁄4 540 535 560
GENERAL NOTES:(a) Dimensions of Table 21 are in millimeters, except for the diameters of the bolts and bolt holes, which are in inch units. For dimensions
in inch units, refer to Mandatory Appendix II, Table II-21.(b) For other dimensions, see Table 22.
NOTES:(1) The length of the stud bolt does not include the height of the points (see para. 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined with Nonmandatory Appendix C (see para. 6.10.2).
100
Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
c
ASME B16.5-2009
Table 22 Dimensions of Class 2500 Flanges
Threaded
(NPS 1/2 to 21/2 Only)
O
X [Note (1)]Q
YtfYT
Lapped
O
X [Note (1)]B
tf
Welding Neck
OBlind
O
Ah
YB
tftf
X
r
1 2 3 4 5 6 7 8 9 10 11 12 13
CornerHub Diam. Minimum BoreBeginning Thread Radius of
Outside of Chamfer Length Lapped MinimumLength Through Hub BoreNom. Diam. Min. Welding Threaded Flange Counterbore
Pipe of Thickness Diam. Neck, Welding Flange, Min. Welding and ThreadedSize, Flange, of Flange, of Hub, Ah Threaded, Lapped, Neck, T Lapped, Neck, Pipe, Flange,NPS O tf X [Note (2)] Y Y Y [Note (3)] B B r Q
1⁄2 135 30.2 43 21.3 40 40 73 29 22.9 Note (4) 3 23.63⁄4 140 31.8 51 26.7 43 43 79 32 28.2 Note (4) 3 29.01 160 35.0 57 33.4 48 48 89 35 34.9 Note (4) 3 35.8
11⁄4 185 38.1 73 42.2 52 52 95 39 43.7 Note (4) 5 44.411⁄2 205 44.5 79 48.3 60 60 111 45 50.0 Note (4) 6 50.6
2 235 50.9 95 60.3 70 70 127 51 62.5 Note (4) 8 63.521⁄2 265 57.2 114 73.0 79 79 143 58 75.4 Note (4) 8 76.2
3 305 66.7 133 88.9 . . . 92 168 . . . 91.4 Note (4) 10 . . .4 355 76.2 165 114.3 . . . 108 190 . . . 116.8 Note (4) 11 . . .
5 420 92.1 203 141.3 . . . 130 229 . . . 144.4 Note (4) 11 . . .6 485 108.0 235 168.3 . . . 152 273 . . . 171.4 Note (4) 13 . . .8 550 127.0 305 219.1 . . . 178 318 . . . 222.2 Note (4) 13 . . .
10 675 165.1 375 273.0 . . . 229 419 . . . 277.4 Note (4) 13 . . .12 760 184.2 441 323.8 . . . 254 464 . . . 328.2 Note (4) 13 . . .
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Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
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ASME B16.5-2009
Table 22 Dimensions of Class 2500 Flanges (Cont’d)
GENERAL NOTES:(a) Dimensions of Table 22 are in millimeters, except for the diameter of the bolts and bolt holes, which are in inch units. For dimensions
in inch units, refer to Mandatory Appendix II, Table II-22.(b) For tolerances, see section 7.(c) For facings, see para. 6.4.(d) For flange bolt holes, see para. 6.5 and Table 21.(e) For spot facing, see para 6.6.(f) For reducing threaded and slip-on flanges, see Table 6.(g) Blind flanges may be made with or without hubs at the manufacturer’s option.(h) For reducing welding neck flanges, see para 6.8.
NOTES:(1) This dimension is for the large end of the hub, which may be straight or tapered. Taper shall not exceed 7 deg on threaded, slip-on,
socket-welding, and lapped flanges. This dimension is defined as the diameter at the intersection between the hub taper and backface of the flange.
(2) For welding end bevel, see para. 6.7.(3) For thread of threaded flanges, see para. 6.9.(4) To be specified by the Purchaser.
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Copyright 2009 by the American Society of Mechanical Engineers.No reproduction may be made of this material without written consent of ASME.
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