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v <br /> Stiffened or Unstiffened, Exterior Flange Plate -Any Bolt Material TIA Rev G <br /> Reactions Bolt Threads: <br /> Site Data Mu 360.57 ft-kips X-Excluded <br /> BU#: 815285 Axial, Pu: 15.84 kips cpVn=cp(0.55*Ab*Fu) <br /> Site Name: LOWELL, WA Shear,Vu: 14.43 kips cp=0.75,(p*Vn(kips): <br /> App#: 403347 Revision#0 Elevation: 80 feet 76.54 <br /> Pole Manufacturer:I Rohn If No stiffeners,Criteria: I TIA G <-Only Applcable to Unstiffened Cases <br /> Flange Bolt Results Rigid <br /> Bolt Data Bolt Tension Capacity,(p*Tn,B1: 111.04 kips W*Tn <br /> Qty: 16 Adjusted c)*Tn(due to Vu=Vu/Qty),B: 111.03 kips 9Tn[(1-(VukpVn)^21^0.5 <br /> Diameter(in.): 1.5 Bolt Fu: 105 Max Bolt directly applied Tu: 25.39 Kips <br /> Bolt Material: A325 Bolt Fy: 81 Min. PL"tc"for B cap.w/o Pry: 2.618 in <br /> N/A: 100 <—Disregard Min PL"treq"for actual T w/Pry: 0.951 in <br /> N/A: 75 <--Disregard Min PL"t1"for actual T w/o Pry: 1.252 in <br /> Circle(in.): 41 T allowable with Prying: 85.19 kips 05a'<_1 case <br /> Prying Force,q: 0.00 kips <br /> Plate Data Total Bolt Tension=Tu+q: 25.39 kips <br /> Diam: 47 in Prying Bolt Stress Ratio=(Tu+q)/(B): 22.9% Pass <br /> Thick,t: 2 in <br /> Grade(Fy): 36 ksi Exterior Flange Plate Results Flexural Check Rigid <br /> Strength, Fu: 58 ksi Compression Side Plate Stress: Rohn/Piroc OK TIA G <br /> Single-Rod B-eff: 5.89 in Allowable Plate Stress: 32.4 ksi W*Fy <br /> Compression Plate Stress Ratio: Rohn/Piroc OK Comp.Y.L.Length: <br /> Stiffener Data(Welding at Both Sides) No Prying 27.95 <br /> Config: 0 * Tension Side Stress Ratio, (treq/t)^2:Rohn/Pirod OK <br /> Weld Type: <br /> Groove Depth: <—Disregard n/a <br /> Groove Angle: <—Disregard Stiffener Results N/A for Rohn/Pirod <br /> Fillet H.Weld: in Horizontal Weld: N/A <br /> Fillet V.Weld: in Vertical Weld: N/A <br /> Width: in Plate Flex+Shear,fb/Fb+(fv/Fv)^2: N/A <br /> Height: in Plate Tension+Shear,fUFt+(fv/Fv)^2: N/A <br /> Thick: in Plate Comp. (AISC Bracket): N/A <br /> Notch: in Pole Results <br /> Grade: ksi Pole Punching Shear Check: N/A <br /> Weld str.: ksi <br /> Y 4 <br /> Pole Data <br /> Diam: 30 in <br /> 0 <br /> Thick: 0.375 in .; <br /> Grade: 42 ksi <br /> #of Sides: 0 "0"IF Round w4,4'' <br /> Fu 63 ksi <br /> Reinf.Fillet Weld 0 "0"if None <br /> 0 <br /> . * '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 /> CClplate v2.0 Analysis Date:8/22/2017 <br />