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r CROWN BU: <br /> WO. 815285 <br /> 2084453 Structure: A <br /> CASTLE Order: 607190 Rev: 1 <br /> Tower Details <br /> Tower Type: Stepped Monopole <br /> Height,h: 130 ft <br /> Effective Seismic Weight,W: 39.42 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,Wu: 9.00617 kips <br /> WL: 30.40976767 kips <br /> E: 29000.0 ksi <br /> g: 386.088 in/s2 <br /> Average Moment of Inertia,lavg: 7840.470434 in <br /> a <br /> Fa: 0.329518067 hz <br /> Approximate Fundamental Period Monopole,Ta: 3.0347 s 2.7.7.1.3.3 <br /> Seismic Response Coefficient,C, 0.1807 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,C,,,, 0.0440 2.7.7.1.1 <br /> Seismic Response Coefficient Min 2,Csm;,, N/A 2.7.7.1.1 <br /> Controlling Seismic Response Coefficient,Csc 0.1807 <br /> Seismic Base Shear,V kips 2.7.7.1.1 <br /> Vertical Distribution Factors <br /> Period Related Exponent,k: 2.000 <br /> Sum of w,h,k 257050.98 <br /> CCISeismic 3.3.9 Page 2 Analysis Date: 3/8/2022 <br />