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BU:845404 Structure:A <br />WO:2399694 <br />Order:705457 Rev:0 <br />Tower Type:Tapered Monopole <br />Height, h:59 ft <br />###Effective Seismic Weight, W:11.54 kips <br />Amplification Factor, As:1.0 2.7.8.1 <br />###Response Modification Factor, R:1.5 <br />###1.461894829 <br />Discrete Appurtenance Weight in Top 1/3 of Structure, Wu:6.310252 kips <br />WL:5.226759607 kips <br />E:29000.0 ksi <br />g:386.088 in/s2 <br />Average Moment of Inertia, Iavg:1472.346321 in4 <br />Fa:0.684043736 hz <br /> Approximate Fundamental Period Monopole, Ta:1.4619 s 2.7.7.1.3.3 <br />Seismic Response Coefficient, Cs 0.3953 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 />0.0470 Seismic Response Coefficient Min 1, Csmin 0.0470 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 0.3953 <br />Seismic Base Shear, V 4.561 kips 2.7.7.1.1 <br />Period Related Exponent, k:1.481 <br />Sum of wihi <br />k 3197.14 <br />### <br />Tower Details <br />Seismic Base Shear <br />Vertical Distribution Factors <br />CCISeismic 5.0.2 Page 2 Analysis Date: 6/18/2025