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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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