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Portal Frame / Moment Frame Analysis

Portal Frame / Moment Frame Analysis

Portal Frame / Moment Frame Analysis

(OP)
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?

RE: Portal Frame / Moment Frame Analysis

Try the Moment Frame and Shear Wall forum

corus

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