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, <br /> Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G <br /> Assumptions: 1)Rod groups at corners. Total#rods divisible by 4. Maximum total#of rods=48(12 per Corner). <br /> 2)Rod Spacing=Straight Center-to-Center distance between any(2)adjacent rods(same corner) <br /> 3)Clear space between bottom of leveling nut and top of concrete not exceeding(1)*(Rod Diameter) <br /> Site Data Base Reactions <br /> BU#: 880407 TIA Revision: G <br /> Site Name: Buzz Inn Factored Moment,Mu: 398 ft-kips <br /> App#: 404644 Rev. 1 Factored Axial, Pu:,. 8 kips <br /> Anchor Rod Data Factored Shear, Vu: 6 kips <br /> Eta Factor, n 0.5 TIA G(Fig.4-4) <br /> Qty: 4 <br /> Diam: 2.25 in Anchor Rod Results <br /> Rod Material: A615-J TIA G-->Max Rod (Cu+Vu/n): 154.3 Kips <br /> Yield, Fy: 75 ksi Axial Design Strength, *Fu*Anet: 260.0 Kips <br /> Strength, Fu: 100 ksi Anchor Rod Stress Ratio: 59.3% Pass <br /> Bolt Circle: 32 in <br /> Plate Data Base Plate Results Flexural Check PL Ref. Data <br /> W=Side: 31 in Base Plate Stress: 23.0 ksi Yield Line(in): <br /> Thick: 2 in PL Design Bending Strength,c*Fy: 49.5 ksi 17.01 <br /> Grade: 55 ksi Base Plate Stress Ratio: 46.4% Pass Max PL Length: <br /> Clip Distance: 3 in 17.01 <br /> N/A-Unstiffened <br /> Stiffener Data(Welding at both sides) Stiffener Results <br /> Configuration: Unstiffened Horizontal Weld : N/A <br /> Weld Type: ** Vertical Weld: N/A <br /> Groove Depth: in** Plate Flex+Shear,fb/Fb+(fv/Fv)^2: N/A <br /> Groove Angle: degrees Plate Tension+Shear,ft/Ft+(fv/Fv)^2: N/A <br /> Fillet H.Weld: <-- Disregard Plate Comp. (AISC Bracket): N/A <br /> Fillet V.Weld: in Pole Results <br /> Width: in Pole Punching Shear Check: <br /> „.,1\1_. /A <br /> Height: in Max PL Length <br /> Thick: in Yield Line <br /> Notch:_ in # Anchors t= BASE PL <br /> of corner= <br /> Grade: ksi oty/401 Iliri THICKNESS <br /> Weld str.: ksi AI b$ CL Anchor, Typ. <br /> STIFFENED CONFIGURATION <br /> Clear Space ASSUMED IN TOOL <br /> between �e ' <br /> B.C. <br /> Stiffeners at in - <br /> B.C. ' `f _e <br /> Input Clear Space <br /> at B.C. for Single <br /> ;Anchor Case <br /> SD � <br /> Pole Data °9a it, Pole w/ <br /> Diam: 26.83 in F .,pp� DIAM = D <br /> Thick: 0.1875 in Anchor Spacing Some As <br /> Stiffener Spacing, <br /> Grade: 65 ksi �� Encho Input Cl Corner Space) <br /> Anchor (Input Cleor <br /> #of Sides: 18 "0"IF Round <br /> "Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes <br /> CClplate 1.5-Square Base F-G 1.2, Effective March 19,2012 Analysis date:9/10/2017 <br />