Laserfiche WebLink
CROWN BU: 880407 Structure: A <br /> CASTLE WO' 2078679 <br /> Order: 601554 Rev: 0 <br /> rower Details <br /> Tower Type: Tapered Monopole <br /> Height,h. 96 ft <br /> Effective Seismic Weight,W: 10.23 kips <br /> Amplification Factor,As: 1.0 2.7.8.1 <br /> Response Modification Factor,R:1 1.5 <br /> Discrete Appurtenance Weight in Top 1/3 of Structure,W.: 4.67987 kips <br /> WL: 5.549308503 kips <br /> E: 29000.0 ksi <br /> g: 386.088 in/s' <br /> Average Moment of Inertia,lake: 648.3452625 in' <br /> Fa: 0.245443667 hz <br /> Approximate Fundamental Period Monopole,T,:j 4.0743 s 2.7.7.1.3.3 <br /> Seismic Response Coefficient,C, 0.1453 Table 2-12 Note 3 <br /> Seismic Response Coefficient Max 1,Csm,„ N/A <br /> Seismic Response Coefficient Max 2,C,,a N/A <br /> Seismic Response Coefficient Min 1,Csmin 0.0406 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 0.1453 <br /> Seismic Base Shear,V kips 2.7.7.1.1 <br /> Vcrzical Distribution Factors <br /> Period Related Exponent,k: 2.000 <br /> Sum of wih k 52229.50 <br /> CCISeismic 3.3.9 Page 2 Analysis Date: 2/22/2022 <br />