WT Weld Nut |
Part Number |
Thread Size |
Thickness |
Flange |
Projection |
Body | |||
Width | Thickness | Length | Diameter | Height | Diameter | |||
L | A | B | C | G | H | D | ||
WT 1131 | #6-32 | 0.327 0.307 |
0.313 0.298 |
0.083 0.073 |
0.500 0.480 |
0.075 0.065 |
0.027 0.023 |
0.223 0.213 |
WT 1431 | #8-32 | 0.327 0.307 |
0.313 0.298 |
0.083 0.073 |
0.500 0.480 |
0.075 0.065 |
0.027 0.023 |
0.255 0.245 |
WT 1538 | #10-24 | 0.390 0.370 |
0.375 0.360 |
0.099 0.089 |
0.625 0.605 |
0.085 0.075 |
0.032 0.028 |
0.283 0.273 |
WT 1638 | #10-32 | 0.390 0.370 |
0.375 0.360 |
0.099 0.089 |
0.625 0.605 |
0.085 0.075 |
0.032 0.028 |
0.283 0.273 |
WT 2150 | 1/4-20 | 0.515 0.495 |
0.500 0.485 |
0.114 0.104 |
0.815 0.785 |
0.120 0.110 |
0.045 0.041 |
0.378 0.368 |
The WT weld nut employs a "T"; shaped head for use in channels, narrow flanges or other confined areas. Four projections on top of the flange are exactly spaced to provide good weld balance, positioning and to prevent shunting of the metal into the threads. Location of projections on top of the flange eliminates the need for prepared holes because the nut is welded to (not through) the surface of the sheet. |
Material: |
C1010 High-Welding |
Tensile Strength: |
60,000 psi | |
Quality, Low Carbon Steel |
Yield Point: |
30,000 psi | ||
Finish: |
Plain, Unless Specified |
Shear Strength: |
30,000 psi | |
Threads: |
Unified Standard Class 2B |
Elongation 2” |
30% Max. | |
ANSI / ASME B 1.1-1989 |