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Column Reinf Plate " connection design locks
An HSS/TS column reinforcement plate can be designed per |
- " Plate length " is measured parallel with the supporting column's workline.
- If reinforcement plates are not designed, but are needed, the connection fails.
- For beam connections, the failure message is " Slender col wall - not valid for a shear tab conn ."
- For vertical brace connections, the failure message is " HSS wall strength fails ."
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user defined | beam review | top
Connection design locks :
Locks not on the drawing are marked ( not depicted ). |
Column Reinf Plate