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C C OSeOs o <br /> Monopole Analysis <br /> per TIA-222-G <br /> Site BU: 815285 <br /> Work Order: 1446000 ,4 TL E <br /> 1 <br /> Application: 403347 Rev.0 .J tt <br /> Axial,W,= 40.0 kips <br /> From TNX: Shear,Vim,= 24.0 kips <br /> degrees minutes seconds <br /> Site Latitude= 47 57 56.28 47.9656 degrees <br /> Site Longitude= -122 11 44.25 -122.1956 degrees <br /> Mass or Stiffness Irregularities= Yes (Table 2-9) <br /> Ground Supported Structure= Yes <br /> Structure Class= II (Table 2-1) <br /> Site Class D-Stiff Soil (Table 2-11) <br /> Spectral response acceleration short periods,Ss= 1.324 USGS Seismic Tool <br /> Spectral response acceleration 1 s period,S1= 0.503 <br /> Tower Height(AGL),HL= 130.0 ft <br /> Importance.Factor,I= 1.0 (Table 2-3) <br /> Acceleration-based site coefficient,Fa= 1.0 (Table 2-12) <br /> Velocity-based site coefficient, 1.5 (Table 2-13) <br /> Design spectral response acceleration short period,SDs 0.883 (2.7.6) <br /> Design spectral response acceleration 1 s period,SDI.= 0.503 (2.7.6) <br /> Calculated CS= 0.588 (2.7.7.1) <br /> Base Seismic Shear,VS=1I 19.6 kips <br /> Appurtenance Weight(top 1/3 of structure),W„= 6.3 kips <br /> Average Moment of Inertia,.lavg= 7840.5 in4 <br /> Fundamental Frequency,Ff= 0.373 (2.7.11.2) <br /> Ff related variable,SA= 0.187 (2.7.8.1) <br /> Calculated CS= 0.125 (2.7.7.1) <br /> Minimum CS= 0.039 (2.7.7.1) <br /> Minimum CS when Si?'0.75= 0.000 (2.7.7.1) <br /> Final CS= 0.125 <br /> Alternative Base Seismic Shear,VS= 4.2 kips <br /> Seismic shear does not exceed 50%of wind shear.No further analysis is required per section 2.7.3 of TIA-222-G. <br /> CCISeismic 2.0.07 Page 1 Analysis Date: 8/22/2017 <br />