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BU:845391 Structure:A <br />WO:2408155 <br />Order:709035 Rev:0 <br />Tower Type:Tapered Monopole <br />Height, h:60 ft <br />###Effective Seismic Weight, W:16.07 kips <br />Amplification Factor, As:1.0 2.7.8.1 <br />###Response Modification Factor, R:1.5 <br />###0.717 <br />Fundamental Period, T:0.7170 s <br />Seismic Response Coefficient, Cs 0.6880 Table 2-12 Note 3 <br />N/A Seismic Response Coefficient Max 1, Csmax N/A <br />Seismic Response Coefficient Max 2, Csmax N/A <br />0.0454 Seismic Response Coefficient Min 1, Csmin 0.0454 2.7.7.1.1 <br />Seismic Response Coefficient Min 2, Csmin N/A 2.7.7.1.1 <br />Controlling Seismic Response Coefficient, Csc 0.6880 <br />Seismic Base Shear, V 11.056 kips 2.7.7.1.1 <br />Period Related Exponent, k:1.109 <br />Sum of wihi <br />k 996.56 <br />### <br />Tower Details <br />Seismic Base Shear <br />Vertical Distribution Factors <br />CCISeismic 5.0.2 Page 2 Analysis Date: 7/20/2025