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precast/prestressed stadium riser units

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sketch2099

Structural
Joined
Mar 9, 2006
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3
Location
US
I'm writing a program that will analyze the stresses and capacity of asymmetrical precast/prestressed stadium riser units and I am having trouble finding any literature that goes into detailed calculations. The PCI handbook mentions bending of asymmetrical sections briefly, and references an article in the PCI Journal 1973, but this isn't sufficient. Does anyone know of other articles or information on this subject? Thanks.
 
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