Building sidesway due to wind and seismic forces
Building sidesway due to wind or seismic forces has no effect on TingWall. Individual panels are allowed to move independently from each other, and from the structural mullion support. Seismic movement is absorbed via the horizontal inter-panel movement. Sidesway/displacement is absorbed within the space of the Outer Airloop without pro ducing panel or sealant stress.
TingWall is designed to absorb a wind or seismic induced story drift of 0.01 (L/100) times the story height without producing panel stress. This is more than adequate to satisfy the .0025 (L/400) deformation compatibility requirement specified in section 1633.2.4 of the 1997 Uniform Building Code.
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