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Structure: WA20096-A Code: EIA/TIA-222-H 7/21/2021 <br /> Site Name: Everett, WA Exposure: C <br /> Height: 148.00 (ft) Crest Height: 0.00 S SA <br /> Base Elev: 0.000 (ft) Site Class: D-Stiff Soil <br /> Gh: 1.1 Topography: 1 Struct Class: II Page: 37 <br /> Reactions Base Plate Anchor Bolts <br /> Original Design Yield(ksi): 60.00 Bolt Circle: 60.00 <br /> Moment(kip-ft): 2478.60 Width(in): 66.00 Number Bolts: 12.00 <br /> Axial(kip): 22.50 Style: Round Bolt Type: 2.25"18J <br /> Shear(kip): 23.30 Polygon Sides: 0.00 Bolt Diameter(in): 2.25 <br /> Analysis (1.2D + 1.OW) Clip Length(in): 0.00 Yield(ksi): 75.00 <br /> Moment(kip-ft): 1759.28 Effective Len(in): 25.09 Ultimate(ksi): 100.00 <br /> Axial(kip): 33.73 Moment(kip-in): 515.63 Arrangement: Radial <br /> Shear(kip): 17.24 Allow Stress(ksi): 81.00 Cluster Dist(in): 0.00 <br /> Applied Stress(ksi): 40.50 Start Angle(deg): 0.00 <br /> Stress Ratio: 0.50 Compression <br /> Force(kip): 121.32 <br /> Allowable(kip): 268.39 <br /> Ratio: 0.45 <br /> Tension <br /> Force(kip): 113.25 <br /> Allowable(kip): 243.75 <br /> Ratio: 0.46 <br /> Copyright©2021 by Tower Engineering Solutions,LLC.All rights reserved. <br />