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Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material <br /> TIA Rev G Assumption_ Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) <br /> Site Data Reactions <br /> BU#: 826263 Mu: 4210 ft-kips <br /> Site Name: Norpro, WA Axial,Pu: 65 Ikips <br /> App#: 334177, Rev. 4 Shear,Vu: 43 Ikips <br /> Pole ManufacturerT Other Eta Factor, q .5 ITIA G(Fig.4-4) <br /> Anchor Rod Data If No stiffeners,Criteria: I AISC LRFD -Only Applcable to Unstiffened Cases <br /> Qty: 16 <br /> Diam: 2.25 n <br /> Rod Material: A615-J Anchor Rod Results Rigid <br /> Strength(Fu): 100 ksi Max Rod(Cu+Vu/0): 199.2 Kips AISC LRFD <br /> Yield(Fy): 75 ksi Allowable Axial,(D*Fu*Anet: 260.0 Kips T'Tn <br /> Bolt Circle: 66.55 in Anchor Rod Stress Ratio: 76.6% Pass <br /> Plate Data <br /> Diam: 72.55 in Base Plate Results Flexural Check Rigid <br /> Thick: 2.75 in Base Plate Stress: 23.6 ksi AISC LRFD <br /> Grade: 60 ksi Allowable Plate Stress: 54.o ksi cp*Fy <br /> Single-Rod B-eff: 11.54 lin Base Plate Stress Ratio: 43.6% =as, Y.L.Length: <br /> 32.63 <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)12: n/a <br /> Fillet H.Weld: in Plate Tension+Shear,ft/Ft+(fv/Fv)A 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: 58 in <br /> Thick: 0.625 in <br /> Grade: 65 ksi <br /> #of Sides: 16 "0"IF Round <br /> Fu 80 ksi <br /> Reinf.Fillet Weld 0 „0„if None <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:3/10/2016 <br />