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overstrength factor

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KenStructural

KenStructural

Structural
Joined
Jan 26, 2012
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40
Location
HK
I'm designing a dual system ten storey reinforced concrete structure and I'm having a problem on which elements which requires overstrength factor. Although i know the overstrength factor is for non ductile elements. Also, if link beam is a non ductile elements? is there anyway we can easily identify which elements?
 
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See thread507-221238. There are other useful threads too.
 
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