Section and Material Information: HEA 300 - S235
Span: 5 m Building total length: 25 m Crane capacity: 10 tf
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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
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These results can be compared with the Steel design - Crane section and the crane beam report.
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