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<br /> <br /> <br /> <br /> <br />Seismic Results <br /> <br />The following Seismic Response Coefficient chart below represent the allowable weight capacity of the bracket <br />based on the criteria and modeling technique described in TIA-222-H Section 2.7.7.1.1. Total allowable seismic <br />shear must be less than or equal to the Capacity Results (Fno) stated above. <br /> <br /> <br />0 <br />200 <br />400 <br />600 <br />800 <br />1000 <br />1200 <br />1400 <br />1600 <br />1800 <br />2000 <br />0.000 2.000 4.000 6.000 8.000 10.000 12.000To <br />t <br />a <br />l <br /> <br />W <br />e <br />i <br />g <br />h <br />t <br /> <br />( <br />D <br />e <br />a <br />d <br /> <br />L <br />o <br />a <br />d <br /> <br />+ <br /> <br />M <br />o <br />u <br />n <br />t <br />) <br />) <br />Seismic Response Coefficient Cs <br />Weight Capacity VS. Seismic Response Coefficient <br />AT&T <br />CLU3418 <br />24 of 39