Steel Member Axial Capacity

What is Nominal Member Capacity?

Slenderness, end restraints, and various other parameters influence a member’s axial compression capacity, which we define as its nominal member capacity

Geometrical Slenderness

Let’s talk about the geometrical slenderness ratio (le/r). This ratio, which compares the effective length to the radius of gyration, is essential in defining how a member performs under load. A higher slenderness ratio may indicate a greater susceptibility to buckling, affecting the nominal member capacity. By understanding these key factors, engineers can optimize designs for safety and performance.

AS 4100 Compression Check

Nominal Axial Capacity

Native WordPress Tool

Effective Length Diagram

Live steel member visualisation with geometry-derived section properties and governing buckling axis.

Awaiting valid inputs
Rectangular hollow section Buckling about X axis
L_e = -- r = --

Result

Design Compression Capacity

No result
ϕNc --

Results stay disabled until all required values are valid.

Net area --
Governing radius --
Member capacity --

Inputs

Member Definition

Section Geometry

Calculated Properties Source

Saved Results

Audit Trail

0 saved
Timestamp Member Section Axis L (mm) fy (MPa) An (mm²) r (mm) ϕNc (kN)
Save design iterations to build a project-side audit trail.

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