Laserfiche WebLink
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: 3800.45 ft-kips <br /> Site Name: Norpro Axial,Pu: 66.77 kips <br /> App#: 394797 Rev. 1 Shear,Vu: 37.44 kips <br /> Pole Manufacturer:I Other Eta Factor, q 0.5 TIA 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 in <br /> Rod Material: A615-J Anchor Rod Results Rigid <br /> Strength(Fu): 100 ksi Max Rod(Cu+Vu/q): 180.2 Kips AISC LRFD <br /> Yield(Fy): 75 ksi Allowable Axial,0*Fu`Anet: 260.0 Kips cp'Tn <br /> Bolt Circle: 66.55 in Anchor Rod Stress Ratio: 69.3% <br /> Plate Data <br /> Diam: 72.55 in Base Plate Results Flexural Check Rigid <br /> Thick: 2.75 in Base Plate Stress: 21.3 ksi AISC LRFD <br /> Grade: 60 ksi Allowable Plate Stress: 54.0 ksi cp'Fy <br /> Single-Rod B-eff: 11.54 in Base Plate Stress Ratio: 39.5% 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)^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: 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:7/12/2017 <br />