| Thickness of Thinnest Outer Sheet, in. | Spots/inch | Materials Ultimate Tensile Strength, ksi | ||||
|---|---|---|---|---|---|---|
| Standard (Ns)d | Rangee,f | Above 185 | 150 to 185 | 90 to 149 | Below 90 | |
| Design Shear Strength, pounds per linear inch (Xm) | ||||||
| 0.001 | 40 | 1-50 | 72 | 64 | 52 | 36 |
| 0.002 | 20 | 1-30 | 144 | 128 | 104 | 72 |
| 0.003 | 12 | 1-17 | 240 | 208 | 164 | 120 |
| 0.004 | 10 | 1-14 | 324 | 280 | 228 | 152 |
| 0.005 | 9 | 1-13 | 392 | 340 | 272 | 188 |
| 0.006 | 7 | 1-10 | 432 | 380 | 304 | 220 |
| 0.007 | 6 | 1-8 | 504 | 440 | 352 | 256 |
| 0.008 | 5 | 1-7 | 552 | 488 | 392 | 284 |
- a The reduction in strength of spot-welds due to the cumulative effects of time-temperature-stress factors is not greater than the reduction in strength of the parent metal.
- b Strength based on 80 percent of minimum values specified in Specification MIL-W-6858.
- c The allowable tensile strength of spot-welds is 25 percent of the design shear strength. Higher values may be used, however, if these are substantiated by tests acceptable to the procuring or certifying agency.
- d When the number of spots per inch is within 15 percent of the standard spot per inch requirement, the design shear strengths tabulated above will apply.
- e When the number of spots differs from the standard spots per inch by 15 percent or greater, but does not exceed the noted range of spots per inch, applicable design strength will be determined as noted below:
XM/Ns(K)Nr = Xr
where
| Xm | = design shear strength in accordance with the above table |
| Ns | = standard spots per inch in accordance with the above table |
| Nr | = required spots per inch (production part) |
| Xr | = actual design shear strength requirement |
| K | = 1.15 when number of spots per inch is reduced more than 15 percent of the standard spacing of the above table |
| K | = 0.90 when number of spots is increased more than 15 percent of the standard spacing but within range of the tabular spacing. |
- f When the number of spots per inch is above the range indicated in the table, the design shear strength will remain constant at the value obtained at the top of the range.