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33 <br />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 <br />BU#: 823967 <br />Site Name: <br />App #: <br />Pole Manufacturer: Other <br />Anchor Rod Data <br />Qty: <br />Diam: <br />Rod Material: <br />Strength (Fu): <br />Yield (Fy): <br />Bolt Circle: <br />12 <br />in <br />ksi <br />ksi <br />in <br />2.25 <br />A615-J <br />100 <br />75 <br />44.5 <br />Plate Data <br />Diam: <br />Thick: <br />Grade: <br />Single -Rod B-eff: <br />60'- . _ -" <br />in <br />in <br />ksi <br />In <br />2 <br />50 <br />10.38 <br />Stiffener Data(Welding at both sides <br />Config: <br />Weld Type: <br />Groove Depth: <br />Groove Angle: <br />Fillet H. Weld: <br />Fillet V. Weld: <br />Width: <br />Height: <br />Thick: <br />Notch: <br />Grade: <br />Weld str.: <br />_ 0 <br />in ** <br />degrees <br /><-- Disregard <br />in <br />in <br />in <br />in <br />in <br />ksi <br />ksi <br />Pole Data <br />Diam: <br />Thick: <br />Grade: <br /># of Sides: <br />Fu <br />Reinf. Fillet Weld <br />38.74 <br />in <br />in <br />ksi <br />"0" IF Round <br />ksi <br />"0" if None <br />0.375 = <br />65 <br />12 <br />80 <br />0 <br />Reactions <br />Mu: <br />1952 '>' <br />ft-kips <br />Axial, Pu: <br />23 <br />kips <br />Shear, Vu: <br />21 <br />kips <br />Eta Factor, q <br />0.5 <br />TIA G (Fig. 4-4 <br />If No stiffeners. Criteria: AISC LRFD <-Only Applcable to Unstiffened Cases <br />Anchor Rod Results <br />Max Rod (Cu+ Vu/I ): <br />Allowable Axial, (D*Fu*Anet: <br />Anchor Rod Stress Ratio: <br />Base Plate Results <br />Base Plate Stress: <br />Allowable Plate Stress: <br />Base Plate Stress Ratio: <br />n/a <br />Stiffener Results <br />180.9 Kips <br />260.0 Kips <br />69.6% Pass <br />Flexural Check <br />33.2 ksi <br />45.0 ksi <br />73.8% Pass <br />Horizontal Weld : <br />n/a <br />Vertical Weld: <br />n/a <br />Plate Flex+Shear, fb/Fb+(fv/Fv)A2: <br />n/a <br />Plate Tension+Shear, f /Ft+(fv/Fv)A2: n/a <br />Plate Comp. (AISC Bracket): <br />n/a <br />Pole Results <br />Pole Punching Shear Check: <br />n/a <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 />Non -Rigid <br />AISC LRFD <br />T*Tn <br />Non -Rigid <br />AISC LRFD <br />cO*Fy <br />Y.L. Length: <br />21.90 <br />CClplate 1.5 - Circular Base G 1.3, Effective March 19, 2012 Analysis Date: 2/20/2018 <br />