Problem with I-Section Column

Описание к видео Problem with I-Section Column

Watch this video to understand -
Why wide flange section/ I section can not carry moment about both axis,
Why do we need to use bracing in any structure where we use i section/ wide flange section as the column,
What are the draw back of I section / wide flange section as column.

Shear Connection and Moment Connection
   • Shear Connection vs Moment Connection...  

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