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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#: 815285 Mu: 2034 ft-kips <br /> Site Name: LOWELL, WA Axial,Pu: 40 kips <br /> App#: 403347 Revision#0 Shear,Vu: 24 kips <br /> Pole Manufacturer: Rohn Eta Factor, rl 0.5 TIA G(Fig.4-4) <br /> Anchor Rod Data If No stiffeners,Criteria: AISC LRFD <-Only Applcable to Unstiffened Cases <br /> Qty: 18 <br /> Diam: 1.5 in <br /> Rod Material: Other Anchor Rod Results Rigid <br /> Strength(Fu): 125 ksi Max Rod(Cu+Vu/11): 120.3 Kips AISC LRFD <br /> Yield (Fy): 109 ksi Allowable Axial, *Fu*Anet: 141.0 Kips w*Tn <br /> Bolt Circle: 47 in Anchor Rod Stress Ratio: 85.3% Pass <br /> Plate Data <br /> Diam: 53 in Base Plate Results Flexural Check Rigid <br /> Thick: 2 in Base Plate Stress: Rohn/Pirod, OK AISC LRFD <br /> Grade: 36 ksi Allowable Plate Stress: 32.4 ksi w*Fy <br /> Single-Rod B-eff: 7.33 in Base Plate Stress Ratio: Rohn/Pirod, OK Y.L.Length: <br /> 21.10 <br /> Stiffener Data(Welding at both sides) n/a <br /> Config: 0 * Stiffener Results N/A for Rohn/Pirod <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: 42 in <br /> Thick: 0.5 in <br /> Grade: 42 ksi ` �` '.�A <br /> #of Sides: 0 "0"IF Round <br /> Fu 63 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 /> CCIplate v2.0 Analysis Date:8/22/2017 <br />