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