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Crane Beam Design Example with 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

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-Crane screen and the crane beam report.

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