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Structure:CA45376-A-SB <br />ASite Name:Mcarthur <br />Height:58.00 (ft) <br />9/12/2025Code:TIA-222-H <br />Exposure:B <br />Base Elev:0.000 (ft) <br />Base Plate Summary <br />Page: 22IIStruct Class:Topography:1Gh:1.1 <br />Crest Height:0.00 <br />Site Class:D - Stiff Soil <br />Reactions <br />Moment (kip-ft):400.00 <br />Original Design <br />Analysis (1.2D + 1.0W 60° Wind) <br />Moment (kip-ft):366.47 <br />Axial (kip): <br />Shear (kip): <br />9.00 <br />10.00 <br />Axial (kip):14.09 <br />Shear (kip):7.40 <br />Base Plate <br />Yield (ksi):50.00 <br />Width (in):31.00 <br />Style:Square <br />Polygon Sides:0.00 <br />Clip Length (in):0.00 <br />Effective Len (in):24.01 <br />Moment (kip-in):499.58 <br />Allow Stress (ksi):67.50 <br />Applied Stress (ksi):20.25 <br />Stress Ratio:0.30 <br />Anchor Bolts <br />Bolt Circle:36.00 <br />Compression <br />Tension <br />Number Bolts:4.00 <br />Bolt Type:2.25" 18J <br />Bolt Diameter (in):2.25 <br />Yield (ksi):75.00 <br />Ultimate (ksi):100.00 <br />Arrangement:Clustered <br />Cluster Dist (in):6.00 <br />Start Angle (deg):45.00 <br />Force (kip):125.68 <br />Allowable (kip):268.39 <br />Ratio:0.47 <br />Force (kip):118.64 <br />Allowable (kip):243.75 <br />Ratio:0.49 <br />Copyright 2025 by Tower Engineering Solutions, LLC. All rights reserved.