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| Method For Calculating Bolt Lengths |
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"F" Values |
| Flanged Joint Class |
Total Height of Facings or Depth
of Ring - Joint Groove for Both Flanges F |
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| Type of Flange Facing | ||||
| 0.06 in. | 0.25 in |
M & F T & G |
Ring - Joint | |
| 150, 300 & 600 | Zero2 0.12 in. |
0.50 in. 0.50 in. |
0.25 in. 0.25 in. |
2 X groove
depth 2 X groove depth |
| Raised face (0.06") is included in minimum flange thickness for Class 150 and 300 flanges. |
| "n" Values |
| Length | Negative
Tolerance on Bolt Lengths "n" |
| A or (A + (pipe thickness for each lap) or (A - F + (Table C Thickness) |
0.06 in., for lengths up to 12
in. incl 0.12 in., for lengths over 12 in. to 18 in. included 0.25 in., for lengths over 18 in. |
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B or (B + (pipe thickness for each lap) or (B - F + (Table C Thickness) |
For "n" values use negative length tolerances per ANSI B18.2.1. |
| Thickness for Lap-Joint |
| Lap Combination | 150 & 300 Flanges | Class 600 Flanges |
| For lapped to 0.06 in. Raised Face | One Lap | ................................. |
| For Lapped to Lapped | Both Laps | Both Laps |
| For Lapped to 0.25 in. Male Face on Flange | ................................. | One Lap and 0.25 in. |
| For Lapped to Female Face on Flange | ................................. | One Lap not less than 0.25 in. |
| For Male in Lap to Female in Lap | ................................. | 2 X pipe wall with Lap for Male not less than 0.25 in. |
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