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Elastic Local Buckling Stress of structural profiles is typically considered by individually examining the stability of the isolated plates that make up the cross-section. It represents the critical stress at which local buckling occurs in thin-walled structural elements.
The calculator uses the formula:
Where:
Explanation: This formula calculates the critical stress at which local buckling occurs in thin plates, considering material properties and geometric parameters.
Details: Accurate calculation of elastic local buckling stress is crucial for designing thin-walled structural elements, ensuring structural stability, and preventing premature failure due to buckling in steel structures.
Tips: Enter the local buckling coefficient, modulus of elasticity, flat width ratio, and Poisson's ratio. All values must be positive, with Poisson's ratio typically between 0.2-0.3 for steel.
Q1: What is the Local Buckling Coefficient?
A: The Local Buckling Coefficient is a factor that depends on the boundary conditions and loading type of the plate element. It varies for different plate configurations and support conditions.
Q2: What is the typical range for Poisson's Ratio for steel plates?
A: For steel plates, Poisson's ratio typically ranges from 0.25 to 0.30, with 0.3 being a commonly used value.
Q3: How does Flat Width Ratio affect buckling stress?
A: Buckling stress decreases with increasing flat width ratio. Thinner plates (higher w/t ratio) are more susceptible to local buckling.
Q4: What are typical values for Modulus of Elasticity for steel?
A: For structural steel, the modulus of elasticity is typically around 200 GPa (200,000,000,000 Pa).
Q5: When is this calculation most relevant?
A: This calculation is particularly important for cold-formed steel sections, thin-walled structures, and any application where local plate buckling might govern the design.