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
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-Crane screen and the crane beam report.