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Section and Material Information: HEA 300 - S235
Span: 5 m Building total length: 25 m Crane capacity: 10 tf
Local
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Buckling
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Flexural Strength for Major Axis
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Flexural Strength for Minor Axis
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Design Under Compound Effect
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Shear Control
According to the regulation 10.2.1 (a) for biaxial I-sections,
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Trunk Lateral Offset Buckling
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AISC 360-16 G2-1,
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Web Sidesway Buckling
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Deflection Check
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These results can be compared from the steel design-Crane screen and the crane beam report.
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