Axial Load Capacity Formula:
Definition: This calculator determines the axial load capacity of slender columns based on the magnified moment and column eccentricity.
Purpose: It helps structural engineers and designers evaluate the load-bearing capacity of slender columns considering second-order effects.
The calculator uses the formula:
Where:
Explanation: The magnified moment is divided by the eccentricity to determine the axial load capacity that the column can safely carry.
Details: Proper calculation ensures structural stability, prevents column failure, and helps in economical design of slender columns.
Tips: Enter the magnified moment in N·m, column eccentricity in meters, and tolerance percentage (default ±5%). All values must be > 0.
Q1: What is magnified moment?
A: Magnified moment accounts for second-order effects (P-Delta effects) in slender columns where lateral displacements increase moments.
Q2: How is eccentricity determined?
A: Eccentricity is the distance between the load application point and the column's centroidal axis, often specified in design.
Q3: Why include a tolerance factor?
A: The tolerance (±5%) accounts for material variations, construction tolerances, and other uncertainties in real-world conditions.
Q4: What makes a column "slender"?
A: A column is considered slender when its slenderness ratio (length/radius of gyration) exceeds code-specified limits.
Q5: How does this differ from short column calculations?
A: Slender columns require consideration of additional moments from lateral displacements, unlike short columns.