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Stiffened or Unstiffened, Exterior Flange Plate -Any Bolt Material TIA Rev G <br /> Reactions Bolt Threads: <br /> Site Data Mu 368.48 ft-kips X-Excluded <br /> BU#: 815285 Axial, Pu. 17.13 kips 9Vn=tp(0.55`Ab*Fu) <br /> Site Name: LOWELL, WA Shear,Vu: 16.14 kips 9=0.75,cp`Vn(kips): <br /> App#: 428150 Revision#0 Elevation: 80 feet 76.54 <br /> Pole Manufacturer: Rohn If No stiffeners,Criteria: I TIA G <-Only Applcable to Unstiffened Cases <br /> Flange Bolt Results Rigid <br /> Bolt Data Bolt Tension Capacity,cp`Tn,B1: 111.04 kips cp*Tn <br /> Qty: 16 Adjusted cp*Tn(due to Vu=Vu/Qty). B: 111.03 kips cpTn[(1-(Vu/cpVn)^2]^0.5 <br /> Diameter(in.): 1.5 Bolt Fu: 105 Max Bolt directly applied Tu: 25.89 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: 0.960 in <br /> N/A: 75 <--Disregard Min PL"t1"for actual T w/o Pry: 1.264 in <br /> Circle(in.): 41 T allowable with Prying: 85.19 kips 0<_a'51 case <br /> Prying Force,q: 0.00 kips <br /> Plate Data Total Bolt Tension=Tu+q: 25.89 kips <br /> Diam: 47 in Prying Bolt Stress Ratio=(Tu+q)/(B): 23.3% 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 rp*Fy <br /> Compression Plate Stress Ratio: Rohn/Pirod 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 <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,ft/Ft+(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 /> Pole Data <br /> Diam: 30 in <br /> Thick: 0.375 in <br /> Grade: 42 ksi <br /> #of Sides: 0 0°IF Round j <br /> Fu 63 ksi <br /> Reinf.Fillet Weld 0 "0"if None <br /> i kq� <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:5/15/2018 <br />