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Calculations for Monopole Base Plate & Anchor Rod Analysis <br /> Reaction Distribution Geometric Properties <br /> Shear Moment Gross Individual Threads Moment <br /> Reaction Factor Section Net Area <br /> Vu Mu Area Inertia per Inch of Inertia <br /> k k-ft - - in2 in2 in4 # in4 <br /> Base Forces 24.4 1898.2 1.00 Pole 48.5333 2.6963 0.0880 14979.25 <br /> Anchor Rod Forces 24.4 1898.2 1.00 Bolt 3.9761 3.2477 0.8393 4.5 15083.28 <br /> Additional Bolt(Grp1)Forces Bolt]. <br /> Additional Bolt(Grp2)Forces Bolt2 <br /> Dywidag Forces Dywidag <br /> Stiffener Forces Stiffener <br /> Base Plate Anchor Rods <br /> Shape Round - Anchor Rod Quantity,N 12 - <br /> Diameter,D 64 in Rod Diameter,d 2.25 in <br /> Thickness,t 2.25 in Bolt Circle,BC 58 in <br /> Yield Strength,Fy 60 ksi Yield Strength,Fy 75 ksi <br /> Tensile Strength,Fu 75 ksi Tensile Strength,Fu 100 ksi <br /> Base Plate Chord 39.950 in Applied Axial,Pu 138.6 k <br /> Detail Type c - Applied Shear,Vu 0.0 k <br /> Detail Factor 0.55 - Compressive Capacity,4Pn 243.6 k <br /> Clear Distance N/A - Tensile Capacity,cpRnt 0.569 OK <br /> Interaction Capacity 0.569 OK <br /> External Base Plate <br /> Chord Length AA 33.878 in <br /> Additional AA 4.500 in <br /> Section Modulus,Z 48.572 in3 <br /> Applied Moment,Mu 381.2 k-ft <br /> Bending Capacity,4Mn 2622.9 k-ft <br /> Capacity,Mu/4Mn 0.145 OK <br /> Chord Length AB 32.705 in <br /> Additional AB 4.500 in <br /> Section Modulus,Z 47.088 in3 <br /> Applied Moment,Mu 327.6 k-ft <br /> Bending Capacity,cpMn 2542.7 k-ft <br /> Capacity,Mu/cPMn 0.129 OK <br /> Bend Line Length 24.001 in <br /> Additional Bend Line 0.000 in <br /> Section Modulus,Z 30.376 in3 <br /> Applied Moment,Mu 381.2 k-ft <br /> Bending Capacity,cpMn 1640.3 k-ft <br /> Capacity,Mu/4Mn 0.232 OK <br /> Internal Base Plate <br /> Arc Length 0.000 in <br /> Section Modulus,Z 0.000 in3 <br /> Moment Arm 0.000 in <br /> Applied Moment,Mu 0.0 k-ft <br /> Bending Capacity,4Mn 0.0 k-ft <br /> Capacity,Mu/cpMn <br />