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Fixed Column Base Connection - Anchorage Arrangement

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swegenerNNLWG
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Fixed Column Base Connection - Anchorage Arrangement

swegenerNNLWG
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Participant

Define a Fixed Column Base connection - EN 1993-1-8:2005/AC:2009

I am analysing a circular column (with stiffeners) on a square base plate.

I am struggling to model the attached anchor bolt arrangement using the available input parameters:

  • Number of rows
  • Number of columns
  • Vertical spacing
  • Horizontal spacing

Can the attached anchor bolt arrangement be modelled in ROBOT? If so, how?

 

Thanks

Sam Wegener

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Fixed Column Base Connection - Anchorage Arrangement

Define a Fixed Column Base connection - EN 1993-1-8:2005/AC:2009

I am analysing a circular column (with stiffeners) on a square base plate.

I am struggling to model the attached anchor bolt arrangement using the available input parameters:

  • Number of rows
  • Number of columns
  • Vertical spacing
  • Horizontal spacing

Can the attached anchor bolt arrangement be modelled in ROBOT? If so, how?

 

Thanks

Sam Wegener

1 REPLY 1
Message 2 of 2

swegenerNNLWG
Participant
Participant

Further to the above query:

 

Foundation reinforcement input is not available in the "Define a Fixed Column Base Connection" input window. The foundation reinforcement influences various concrete fastening limit states (e.g. concrete cone failure, pry-out failure, splitting failure etc.). I wish the software to consider the foundation reinforcement in its calculation of the Eurocode and CEB limit state design verifications. Is this possible? If so, how may I model the reinforcement of the concrete foundation for the fixed column base connection?

 

Many thanks

Sam

 

0 Likes

Further to the above query:

 

Foundation reinforcement input is not available in the "Define a Fixed Column Base Connection" input window. The foundation reinforcement influences various concrete fastening limit states (e.g. concrete cone failure, pry-out failure, splitting failure etc.). I wish the software to consider the foundation reinforcement in its calculation of the Eurocode and CEB limit state design verifications. Is this possible? If so, how may I model the reinforcement of the concrete foundation for the fixed column base connection?

 

Many thanks

Sam

 

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