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Portal Frame / Moment Frame Analysis

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nyasha678

nyasha678

Structural
Joined
Jan 1, 2004
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2
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GB
Help.

Is it adequate to provide bracing at roof level for moment frames and portal frames to limit defleflection on minor axis of the columns/stachion?

What is the prctically of having moment resisting pad bases, as a slid uplif on the pad means that the pressure on the foundation is affected?
 
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Try the Moment Frame and Shear Wall forum

corus
 
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