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Technology Associates <br />Project: SE01845A Cascade HS MIT <br />Date: 6-25-2019 <br />By: ]H <br />Avg. Equipment height k:=55 ft <br />Sector Lateral Wind Load (Risa ouput), Fe:=750 lb <br />Additional Overturning at base, MADD'=F,-k=41250 lb-ft <br />Load Magnitude Comparison-F e =4.7% ADD =4.0% <br />tank MOT <br />- The additional lateral wind and overturning loads on the tower due to the proposed <br />equipment configuration are less than 5% of design tank wind loads. <br />- The additional equipment ',and feedline weight is negligible in relation to design fluid load <br />capacity and self -weight of the tank structure. <br />Based on this load comparison, the existing water tank & tower structure has adequate <br />capacity for the proposed equipment configuration. <br />7896 S'vutia n.�guicaiiu Lyl.vc <br />Suite 200 <br />Cottonwood Heights, UT 84121 <br />Tel. (801) 463-1020 <br />