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Fine Thread Structural Bolts

No. The specification calls out that those bolts must be Unified National Coarse thread and have class 2A tolerances.

The F3125/F3125M specification reads:

4.2 Threads:

4.2.1 Uncoated bolt threads shall be as specified in Table 1.

4.2.2 Coated bolts shall have threads meeting Table 1 requirements before coating.

TABLE 1

Thread Fit, ASME 120 ksi Min Tensile Strength

(A325)

150 ksi Min Tensile Strength

(A490)

Type 1 Type 3 Type 1 Type 3
B1.1 UNC 2A B1.1 UNC 2A B1.1 UNC 2A B1.1 UNC 2A

2 thoughts on “Fine Thread Structural Bolts”

  1. I have a planetary axle shaft with a castle nut for preload for a tapered roller bearing. I’m replacing bearings, seals & race. I the threads seem to be NF, I measured 8 full circumference threads on a 5/8″ thick castle nut.
    The axle shaft has one full circumference of thread missing. The nut will engage the missing thread when torqued. Mfg torque spec is 400-450 ft-lbs for bearing load. The axle shaft is 2.250″ in diameter.
    I feel I have enough threads with 7 threads to hold this torque load as it is pretty low for this size hardware & it his secured with a castle nut style of retention.
    Just asking your opinion?

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