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Loads • Section 9.3

Lug Loads, Angles, and Fitting Factors

Axial forces, transverse cross-loads, oblique angles, Fitting Factors (FF), and Load Factors (LF)

Enter Vector or Component Loads

Switch between axial/transverse components or resultant force and angle $\theta$ seamlessly in the web calculator.

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1. Load Vector Representation in Lug Analysis

Lugs rarely carry pure axial tension alone; in real aircraft mechanisms, landing gear drag struts, and crane attachments, forces act at oblique angles. LugCalc™ supports two interchangeable load input representations:

Input Mode Parameters Formulas Typical Application
Component Form Axial force ($P_{ax}$ or $F_{ax}$)
Transverse force ($P_{tr}$ or $F_{tr}$)
$P_{app} = \sqrt{P_{ax}^2 + P_{tr}^2}$
$\theta = \arctan(P_{tr} / P_{ax})$
Output from FEA beam/element coordinate extraction or 2D free-body diagrams.
Vector / Polar Form Resultant force ($P_{app}$)
Load angle ($\theta$)
$P_{ax} = P_{app} \cos\theta$
$P_{tr} = P_{app} \sin\theta$
Known cable/strut pull vector acting at an angle to the lug symmetry axis.

2. Safety Multipliers: Fitting Factor & Load Factor

To ensure structural integrity under uncertain joint contact tolerances and dynamic shock, aerospace specifications mandate regulatory multipliers:

$$k = \text{FF} \cdot \text{LF}$$
Equation 11.1: Combined design factor multiplying applied load.
  • Fitting Factor (FF): Mandatory in aerospace engineering under FAR § 25.625 / 14 CFR § 25.625. Fittings whose strength is not proven by extensive limit and ultimate joint test programs must use a minimum fitting factor of 1.15. The factor accounts for contact stress concentrations, pin tolerance slop, and localized wear.
  • Load Factor (LF): Ratio of ultimate design load to limit (operational) load. Standard aerospace practice specifies a minimum LF = 1.50.
  • Combined Multiplier ($k$): In typical aerospace analyses, $k = 1.15 \times 1.50 = 1.725$.

3. Load Distribution in Double-Shear Clevis Joints

When the Include Female Lugs toggle is checked in the web app, the total joint load $P_{app}$ is reacted across the two symmetric female ears (clevis prongs):

$$P_{ax,female} = \frac{P_{ax}}{2} \qquad\text{and}\qquad P_{tr,female} = \frac{P_{tr}}{2}$$

Each female lug is evaluated individually for bearing, net tension, and transverse capacity under its half-share load. The joint assembly is subsequently evaluated for pin shear and pin bending across the gap spacing $g$.

4. Oblique Load Interaction Preview

Under combined axial and transverse loads ($0^\circ < \theta < 90^\circ$), the lug does not fail at its pure axial or pure transverse capacity. Instead, failure follows the empirical interaction exponent ($1.6$) established in USAF Equation 9-20:

$$\left(\frac{P_{ax}}{P_{u,LB}}\right)^{1.6} + \left(\frac{P_{tr}}{P_{tru,LB}}\right)^{1.6} \le 1.0$$

Full mathematical derivation and margin-of-safety calculations for oblique loading are detailed in the Margin of Safety documentation.

Calculate Lug Margins of Safety Online

Apply AFFDL-TR-69-42 Chapter 9 analysis with real-time geometry diagrams, digitized curve interpolation, and pin-clevis checks.