Skip to main content
Skip table of contents

Crane Beam Design Example per AISC 360-16


Section and Material Information: HEA 300 - S235
Span: 5 m
Building total length: 25 m
Crane capacity: 10 tf

Local Buckling

Flexural Strength for Major Axis

Yielding Limit State

The limit state of lateral-torsional buckling does not apply.

Flexural Strength for Minor Axis

Design Under Combined Loading

Shear Control

According to AISC 360-16 G2-1,

Web Lateral Buckling

Deflection Check

These results can be compared from the steel design screen and the crane beam report.

JavaScript errors detected

Please note, these errors can depend on your browser setup.

If this problem persists, please contact our support.