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Design for Seismic Tie Beams

Per ACI 318-08 section 21.12.3.2 – “Grade beams designed to act as horizontal ties between pile caps or footings shall be proportioned such that the smallest cross-sectional dimension shall be equal to or greater than the clear spacing between connected

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Posted in ACI318-08, Design Code, IBC 2009, Seismic, structural engineering, structures

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