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C&C L^2/3 for connections 1

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AaronMcD

Structural
Aug 20, 2010
273
For end connections of repetitive simple span members subject to C&C wind load, would you use half the length squared divided by three, or the full length squared divided by 3 to determine wind pressure?

[(L/2)^2]/3
or
(L^2)/3



 
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