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Component ID Gross Area Net Area Individual Inertia Moment of Inertia Threads/in <br /> (in ) (in ) (in ) (in ) <br /> Pole 50"o x 0.3125"(18 Sides) 48.5333 - - 14979.25 - <br /> Bolt Group Original(12)2.25"0 3.9761 3.2477 0.8393 14948.10 4.5 <br /> EXTERNAL BASE.PLATE BEND LINE ANALYSIS @;0 FT <br /> POLE PROPERTIES PLATE PROPERTIES <br /> Flat-to-Flat Diameter: 50.12 in Neutral Axis: 136 ° <br /> Point-to-Point Diameter: 50.90 in Bend Line Lower Limit: 3.303 rad <br /> Flat Width: 8.838 in Bend Line Upper Limit: 4.551 rad <br /> Flat Radians: 0.349 rad <br /> Chord Length Additional Length Section Modulus Applied Moment Moment Capacity <br /> Bend Line (in) (in) (in3) Mu(k-in) 4Mn(k-in) Ratio <br /> Flat 35.443 0.00 44.858 614.7 2422.3 0.254 <br /> Corner 34.323 0.00 43.441 473.1 2345.8 0.202 <br /> Circumferential 47.709 0.00 60.381 820.0 3260.6 0.251 <br /> PLASTIC ANCHOR ROD ANALYSIS <br /> Rod Diameter Applied Axial Load Applied Shear Load Compressive Capacity <br /> Class Group Quantity (in) Pu(k) Vu(k) �Pn(k) Ratio <br /> Original 12 2.25 150.8 3.7 243.6 0.619 <br /> Task ID:141024 Page 2 of 2 3/18/2022 11:05:50 <br />