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Maximum Compressive Stress Parallel to Edge of Gusset Plate Calculator

Maximum Compressive Stress Formula:

\[ f_{Compressive} = \frac{M_{GussetPlate}}{Z} \times \frac{1}{\cos(\theta)} \]

1. What is Maximum Compressive Stress Parallel to Edge of Gusset Plate?

Definition: This calculator determines the maximum compressive stress parallel to the edge of a gusset plate based on bending moment, section modulus, and edge angle.

Purpose: It helps structural engineers analyze and design gusset plate connections in steel structures.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ f_{Compressive} = \frac{M_{GussetPlate}}{Z} \times \frac{1}{\cos(\theta)} \]

Where:

  • \( f_{Compressive} \) — Maximum compressive stress (Pascals)
  • \( M_{GussetPlate} \) — Bending moment of gusset plate (N·m)
  • \( Z \) — Section modulus of vessel support (m³)
  • \( \theta \) — Gusset plate edge angle (degrees)

Explanation: The bending moment is divided by the section modulus to get basic stress, then adjusted by the cosine of the edge angle.

3. Importance of Compressive Stress Calculation

Details: Proper stress analysis ensures structural integrity, prevents buckling, and maintains safety factors in gusset plate connections.

4. Using the Calculator

Tips: Enter the bending moment, section modulus, and edge angle. All values must be > 0. Results include ±5% tolerance.

5. Frequently Asked Questions (FAQ)

Q1: What is a typical gusset plate edge angle?
A: Common angles range from 30° to 60°, but this depends on specific structural requirements.

Q2: Why include ±5% tolerance?
A: This accounts for material variations, manufacturing tolerances, and calculation approximations.

Q3: How do I determine the section modulus?
A: Section modulus depends on the cross-sectional shape and can be calculated or found in engineering tables.

Q4: What units should I use?
A: Use consistent SI units: N·m for moment, m³ for modulus, and degrees for angle.

Q5: When would this calculation be critical?
A: Particularly important in seismic zones or for structures experiencing significant dynamic loads.

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