Skip to end of metadata
Go to start of metadata

You are viewing an old version of this page. View the current version.

Compare with Current View Page History

« Previous Version 9 Current »

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.

Next Topic

Secondary Beam Design with AISC 360-16

Related Topics

  • No labels