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.

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Secondary Beam Design per AISC 360-16

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