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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