Shear Buckling Coefficient Formula:
Definition: The shear buckling coefficient C is a geometrical constant that depends on the h/tw ratio (web depth to thickness ratio) of a structural member.
Purpose: It's used to determine the allowable shear stress in flexural members of bridges and other steel structures.
The calculator uses the formula:
Where:
Explanation: The coefficient is calculated by multiplying the shear stress by 3 and dividing by the yield strength of the steel.
Details: Proper calculation of this coefficient is essential for designing safe and efficient steel bridge members that resist shear buckling.
Tips: Enter the shear stress and yield strength of steel. Both values must be > 0. The ±5% indicates the typical tolerance range for these values.
Q1: What's the typical range for shear buckling coefficient?
A: For most bridge applications, C typically ranges between 0.8 and 1.5 depending on the section geometry.
Q2: Why is there a ±5% tolerance shown?
A: This accounts for typical variations in material properties and stress calculations in real-world applications.
Q3: How does web slenderness affect the coefficient?
A: More slender webs (higher h/tw ratios) generally result in lower buckling coefficients.
Q4: What units should I use for input values?
A: Use consistent units (both in Pa, MPa, or psi) for shear stress and yield strength.
Q5: Does this consider post-buckling strength?
A: No, this is the elastic buckling coefficient. Additional calculations are needed for post-buckling behavior.