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AASHTO Design Response Spectrum

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localaxis

Structural
Joined
Nov 1, 2011
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3
Location
US
Is there an AASHTO LRFD Bridge Provision similar to ASCE 7 12.9.4 Scaling Design Values... which limits the modal base shear to some percentage of a calculated base shear by another procedure, such as the uniform load method?

Thanks in advance.

 
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