Crane Beam Design Sample Calculation
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
![](../__attachments/1100317019/cranex1.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
Bending Strength for Major Axis
![](../__attachments/1100317019/cranex2.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
Bending Strength for Minor Axis
![](../__attachments/1100317019/cranex3.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
Design for Combined Forces
![](../__attachments/1100317019/8.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
Shear Control
According to regulation 10.2.1 (a) for double-symmetrical I-sections,
![](../__attachments/1100317019/cranex4.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
Web Lateral-Buckling
![](../__attachments/1100317019/cranex5.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
Deflection Limit
![](../__attachments/1100317019/11.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
These results can be compared from the Steel design - Crane section and the crane beam report.
![](../__attachments/1100317019/3.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
![](../__attachments/1100317019/4.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
![](../__attachments/1100317019/12.png?inst-v=e297b259-93ee-4526-bee7-06170d782e4d)
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