Critical Stress Formula:
Definition: This calculator determines the critical stress for carbon steel columns according to the Chicago building code formula.
Purpose: It helps structural engineers and designers verify the stability of carbon steel columns under compressive loads.
The calculator uses the Chicago code formula:
Where:
Explanation: The formula calculates the maximum allowable stress before buckling occurs, considering the column's slenderness ratio.
Details: Proper critical stress estimation ensures structural stability, prevents buckling failures, and complies with building codes.
Tips: Enter the effective length of column, radius of gyration, and tolerance percentage (default ±5%). All values must be > 0.
Q1: What is the effective length of a column?
A: It's the length between points of zero moment (points of inflection), accounting for end support conditions.
Q2: How do I determine the radius of gyration?
A: It's calculated as \( r = \sqrt{I/A} \), where I is moment of inertia and A is cross-sectional area.
Q3: Why include a tolerance percentage?
A: The tolerance accounts for material variations, fabrication tolerances, and safety factors.
Q4: What units does this calculator use?
A: The calculator uses meters for length inputs and outputs stress in Pascals (Pa).
Q5: Is this formula specific to carbon steel?
A: Yes, this formula is specifically for carbon steel as per the Chicago building code.