Nails Spikes Withdrawal Load
Reference data and engineering information about nails spikes withdrawal load for mechanics applications.
Overview
Engineering reference data for Nails Spikes Withdrawal Load in mechanics.
Key Formulas
Newton's Second Law
Force = mass × acceleration.
Work
Work = force × displacement × cos(angle).
Kinetic Energy
Energy of motion.
Potential Energy
Gravitational potential energy.
Variables
| Symbol | Description | Unit |
|---|---|---|
| Force | N | |
| Mass | kg | |
| Acceleration | m/s² | |
| Velocity | m/s |
Formula: Allowable Withdrawal Load
The allowable withdrawal load or force for a common nail or spike driven into side grain perpendicular to the fibers of seasoned wood can be estimated using the following formula:
Where:
F= allowable withdrawal load or force per inch of penetration (lb/in)SG= specific gravity of oven dry woodD= diameter of nail or spike (inches)
Note: The allowable load calculated is 1/5 of the ultimate withdrawal resistance (USDA document FPL-0100). This safety factor is applied to determine the design allowable value.
Example Calculation
For Canadian Spruce (SG = 0.45) with a 20D nail (D = 0.203 in):
Nails and Spikes - Withdrawal Force Data
US Wire Nails (Spruce, SG = 0.5)
Size | Length(in) | Allowable Withdrawal Force(lb) |
|---|---|---|
| 2d | 1 | 17.6 |
| 3d | 1¼ | 25.3 |
| 4d | 1½ | 39.9 |
| 5d | 1¾ | 46.5 |
| 6d | 2 | 58.5 |
| 8d | 2½ | 81.7 |
| 10d | 3 | 108 |
| 12d | 3¼ | 117 |
| 16d | 3½ | 141 |
| 20d | 4 | 198 |
| 30d | 4½ | 242 |
| 40d | 5 | 290 |
| 60d | 6 | 348 |
Source: engineeringtoolbox.com
Metric Wire Nails (Spruce, SG = 0.5)
Length(mm) | Diameter(mm) | Allowable Withdrawal Force(N) | Equivalent Force(kg) |
|---|---|---|---|
| 20 | 1.2 | 40.4 | 4.12 kg |
| 25 | 1.4 | 58.9 | 6 kg |
| 30 | 1.6 | 80.8 | 8.23 kg |
| 35 | 1.6 | 94.2 | 9.61 kg |
| 35 | 1.8 | 106 | 10.8 kg |
| 40 | 2 | 135 | 13.7 kg |
| 45 | 2.2 | 167 | 17 kg |
| 50 | 2.2 | 185 | 18.9 kg |
| 55 | 2.2 | 204 | 20.8 kg |
| 55 | 2.5 | 231 | 23.6 kg |
| 60 | 2.5 | 252 | 25.7 kg |
| 60 | 2.8 | 283 | 28.8 kg |
| 65 | 2.8 | 306 | 31.2 kg |
| 65 | 3.1 | 339 | 34.6 kg |
| 70 | 3.1 | 365 | 37.2 kg |
| 80 | 3.1 | 417 | 42.5 kg |
| 80 | 3.4 | 458 | 46.7 kg |
| 90 | 3.4 | 515 | 52.5 kg |
| 90 | 3.8 | 575 | 58.7 kg |
| 100 | 3.8 | 639 | 65.2 kg |
| 100 | 4.2 | 707 | 72 kg |
Source: engineeringtoolbox.com