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Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material <br /> TIA Rev GjAssumption: Clear space between bottom of leveling nut and top of concrete not exceeding (1)*(Rod Diameter) <br /> Site Data Reactions <br /> BU#: 823967 Mu: 2249 ft-kips <br /> Site Name: Everett Monopole Axial,Pu: 28 kips <br /> App#: 427333 Rev. 0 Shear,Vu: 23 kips <br /> Pole Manufacturer: Other Eta Factor, ri 0.5 TIA G(Fig.4-4) <br /> Anchor Rod Data If No stiffeners,Criteria: AISC LRFD <-Only Applcable to Unstiffened Cases <br /> Qty: 12 <br /> Diam: 2.25 in <br /> Rod Material: A615-J Anchor Rod Results Rigid <br /> Strength(Fu): 100 ksi Max Rod(Cu+Vu/rj): 208.3 Kips AISC LRFD <br /> Yield(Fy): 75 ksi Allowable Axial,P*Fu*Anet: 260.0 Kips cp*Tn <br /> Bolt Circle: 44.5 in Anchor Rod Stress Ratio: 80.1% Pass <br /> Plate Data <br /> Diam: 50 in Base Plate Results Flexural Check Rigid <br /> Thick: 2 in Base Plate Stress: 38.3 ksi AISC LRFD <br /> Grade: 50 ksi Allowable Plate Stress: 45.0 ksi cp*Fy <br /> Single-Rod B-eff: 10.38 in Base Plate Stress Ratio: 85.1% Pass Y.L.Length: <br /> 21.89 <br /> Stiffener Data(Welding at both sides) n/a <br /> Config: 0 Stiffener Results <br /> Weld Type: _ Horizontal Weld : n/a <br /> Groove Depth: <-- Disregard Vertical Weld: n/a <br /> Groove Angle: <-- Disregard Plate Flex+Shear,fb/Fb+(fv/Fv)^2: n/a <br /> Fillet H.Weld: in Plate Tension+Shear,ft/Ft+(fv/Fv)^2: n/a <br /> Fillet V.Weld: in Plate Comp. (AISC Bracket): n/a <br /> Width: in <br /> Height: in Pole Results <br /> Thick: in Pole Punching Shear Check: n/a <br /> Notch: in <br /> Grade: ksi <br /> Weld str.: ksi <br /> Pole Data <br /> Diam: 38.742 in <br /> Thick: 0.375 in <br /> Grade: 65 ksi <br /> #of Sides: 12 „0,.IF Round <br /> Fu 80 ksi '(' ,,/ yy" <br /> • <br /> Reinf.Fillet Weld 0 "0"if None i t: .. <br /> -0=none.1 =every bolt.2=every 2 bolts.3=2 per bolt <br /> "Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes <br /> CClplate v2.0 Analysis Date:8/1/2018 <br />