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Crane Beam Design Sample Calculation

Section and Material Information: HEA 300 - S235

 Span: 5 m Building total length: 25 m Crane capacity: 10 tf

Local Buckling

Bending Strength for Major Axis

Bending Strength for Minor Axis

Design for Combined Forces

Shear Control

According to regulation 10.2.1 (a) for double-symmetrical I-sections,

Web Lateral-Buckling

Deflection Limit

  • These results can be compared from the Steel design - Crane section and the crane beam report.

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