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PRO <br />A valmont V COMPANY <br />Seismic Results <br />1545 Pidco Drive <br />Plymouth, IN 46563 <br />Phone: 574.936.4221 <br />Fax: 574.936.892S <br />Email: SP)Engineering@valmont.com <br />www.sit*prol.com <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 stated above. <br />C <br />Weight Capacity VS. Seismic Response Coefficient <br />0 800 <br />+ 700 <br />0 600 <br />J <br />500 <br />a� <br />0 400 <br />300 <br />200 <br />;a 100 <br />0 <br />~ 0 <br />0.000 <br />New York Georg,a <br />I-888.438-7761 1 866-901-0603 <br />2.000 4.000 6.000 8.000 10.000 <br />Seismic Response Coefficient Cs <br />19 <br />Indiana Oregon Caldonla Texas Florida <br />1-888-753-7446 1-888-880-9191 I-W8 776-1937 1-888-809-5151 1-844-2,78-6371 <br />