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[SEAOC] Re: [SEAOC] Re: [SEAOC] Re: [SEAOC] Plywood Shearwall Deflection

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Another possible solution is to have one cantilevered column at both sides of
the opening. The base moment can be resisted either by a "flagpole footing"
(CIP pile) or with a grade beam. Needless to state, the governing factor for
the two (probably rectangular TS) solumns will be the deflection.

Antonio S. Luisoni
Consulting S.E.

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