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Tie Beams for Isolated Footings
- Thread starter EngrJS1
- Start date
No. I don't think there is a code provision that specifies tie beam based on building height but seismic design category.
IBC 1809.13 Footing Seismic Ties
- Where a structure is assigned to Seismic Design Category D, E or F, individual spread footings founded on soil defined in Chapter 20 of ASCE 7 as Site Class E or F shall be interconnected by ties.
IBC 1809.13 Footing Seismic Ties
- Where a structure is assigned to Seismic Design Category D, E or F, individual spread footings founded on soil defined in Chapter 20 of ASCE 7 as Site Class E or F shall be interconnected by ties.
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