Laserfiche WebLink
- CROWN BU: <br /> WO: 824022 <br /> 1756407 Structure: A <br /> 400 <br /> CASTLE Order: 489098 Rev: 0 <br /> Tower Det, <br /> Tower Type: Tapered Monopole <br /> Height,h: 60 ft <br /> Effective Seismic Weight,W: 9.12 kips <br /> Amplification Factor,As: 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,,: 5.49853 kips <br /> WL: 3.62568248 kips <br /> E: 29000.0 ksi <br /> g: 386.088 in/s2 <br /> Average Moment of Inertia,lays: 1017.939318 in4 <br /> Fa: 0.604303313 hz <br /> Approximate Fundamental Period Monopole,Ta: 1.6548 s 2.7.7.1.3.3 <br /> Seismic Response Coefficient,Cs 0.6187 2.7.7.1.1 <br /> Seismic Response Coefficient Max 1,Csmax 0.2143 2.7.7.1.1 <br /> Seismic Response Coefficient Max 2,Csmax N/A 2.7.7.1.1 <br /> Seismic Response Coefficient Min 1,Csmin 0.0408 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„ 0.2143 <br /> Seismic Base Shear,V � - kips 2.7.7.1.1 <br /> Vertical Distribution Factors <br /> Period Related Exponent,k: 1.577 2.7.7.1.2 <br /> Sum of w;h;k 3822.55 2.7.7.1.2 <br /> CCISeismic 3.2.3 Page 2 Analysis Date: 6/20/2019 <br />