Plate Slenderness Factor Formula:
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The Plate Slenderness Factor (λ) is a function of the width/thickness (b/t) ratio of a slender plate cross sectional element. It is used to determine the susceptibility of thin cold-formed steel elements to local buckling under compressive stresses.
The calculator uses the Plate Slenderness Factor formula:
Where:
Explanation: The formula calculates the plate slenderness factor which indicates the buckling behavior of thin plate elements under compression.
Details: The plate slenderness factor is crucial for determining the buckling strength of thin-walled structural elements and ensuring structural stability in cold-formed steel design.
Tips: Enter all required values with appropriate units. All input values must be positive numbers. The calculator will compute the plate slenderness factor based on the provided inputs.
Q1: What is the significance of the local buckling coefficient?
A: The local buckling coefficient (k) depends on the boundary conditions and stress distribution of the plate element, and affects the critical buckling stress.
Q2: How does flat width ratio affect the slenderness factor?
A: Higher width-to-thickness ratios result in higher slenderness factors, making the plate more susceptible to local buckling.
Q3: 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).
Q4: When is this calculation most important?
A: This calculation is particularly important in the design of cold-formed steel sections where thin plates are used and local buckling is a concern.
Q5: How does the slenderness factor relate to design codes?
A: Design codes such as AISI and AS/NZS use the slenderness factor to determine effective widths and capacity reduction factors for slender elements.