JIS B 1181 Hexagon Nuts

Table 6 — Proof loads for nuts 1) (See clause 6)

Nominal size of nut Stress area of bolts Grade 0 nuts Grade 1 nuts Grade 3 nuts Grade 5 nuts
For use with bolts of grades A, B, P For use with bolts of grade S For use with bolts of grade T For use of bolts of grades V, X
Min. tensile of grade P bolts 35 tonf/in² Min. tensile of grade S bolts 50 tonf/in² Min. tensile of grade T bolts 55 tonf/in² Min. tensile of grade X bolts 75 tonf/in²
Proof load
UNC UNF UNC UNF UNC UNF UNC UNF UNC UNF
in in² in² ton ton ton ton ton ton ton ton
1/4 0.0324 0.0368 1.134 1.288 1.620 1.840 1.782 2.024 2.430 2.760
5/16 0.0532 0.0587 1.862 2.054 2.660 2.935 2.926 3.228 3.990 4.402
3/8 0.0786 0.0886 2.751 3.101 3.930 4.430 4.323 4.873 5.895 6.645
7/16 0.1078 0.1198 3.773 4.193 5.390 5.990 5.929 6.589 8.085 8.985
1/2 0.1438 0.1612 5.034 5.643 7.190 8.060 7.911 8.869 10.78 12.09
9/16 0.184 0.205 6.440 7.176 9.200 10.25 10.12 11.28 13.80 15.37
5/8 0.229 0.258 8.015 9.031 11.45 12.90 12.60 14.19 17.17 19.35
3/4 0.338 0.375 11.83 13.12 16.90 18.75 18.59 20.63 25.35 28.12
7/8 0.467 0.513 15.97 17.96 23.35 25.65 25.68 28.21 35.02 38.47
1 0.612 0.667 21.42 23.34 30.60 33.35 33.67 36.68 45.90 50.02
Stress area x min. tensile strength of bolt = proof load of nuts