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CROWNCROWNBU: 823967 Structure: A <br /> ��i WO: 1954302 <br /> .L� CASTLE Order: 546770 Rev: 1 <br /> Tower Details <br /> Tower Type: Tapered Monopole <br /> Height,h: 127 ft <br /> Effective Seismic Weight,W: 23.19 kips <br /> Amplification Factor,A: 1.0 2.7.8.1 <br /> Seismic Base Shear <br /> Response Modification Factor,R: 1.5 <br /> Discrete Appurtenance Weight in Top 1/3 of Structure,W,,: 6.86799 kips <br /> Wi: 16.32315755 kips <br /> E: 29000.0 ksi <br /> g: 386.088 in/s2 <br /> Average Moment of Inertia,lag: 3952.350695 in4 <br /> Fa: 0.297694379 hz <br /> Approximate Fundamental Period Monopole,Ta: 3.3591 s 2.7.7.1.3.3 <br /> Seismic Response Coefficient,Cs 0.1688 Table 2-12 Note 3 <br /> Seismic Response Coefficient Max 1,Csmax N/A <br /> Seismic Response Coefficient Max 2,Csmax N/A <br /> Seismic Response Coefficient Min 1,Csmin 0.0460 2.7.7.1.1 <br /> Seismic Response Coefficient Min 2,Csmin N/A 2.7.7.1.1 <br /> Controlling Seismic Response Coefficient,C„ 0.1688 <br /> Seismic Base Shear,V 4,- 04,Y, kips 2.7.7.1.1 <br /> Vertical Distribution Factors <br /> Period Related Exponent,k: 2.000 <br /> Sum of w,h,k 158511.78 <br /> CCISeismic 3.3.6 Page 2 Analysis Date: 5/25/2021 <br /> 1'°It0(0 <br />