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ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H <br />CUSTOMER:VERIZON WIRELESS PROJECT:13716774 <br />Task ID: 533628 Page 2 of 2 5/17/2024 11:38:03 <br />UPPER FLANGE PLATE ANALYSIS @ 30 FT <br />APPLIED REACTIONS <br />Moment (k-ft)Axial (k)Shear (k) <br />126.96 9.22 5.51 <br />PLATE PARAMETERS (ID# 21707) <br />Width:36 in <br />Shape:Round <br />Thickness:1.625 in <br />Grade:A36 <br />Yield Strength:36 ksi <br />Tensile Strength:58 ksi <br />Base Weld Size:0.125 in <br />Orientation Offset:-° <br />Analysis Type:Plastic <br />Neutral Axis:130 ° <br />FLANGE BOLT PARAMETERS <br />Class Arrangement Quantity Diameter <br />(in) <br />Circle <br />(in)Grade Fy <br />(ksi) <br />Fu <br />(ksi) <br />Spacing <br />(in) <br />Offset <br />(°) <br />Original <br />[ID#22280]Radial 36 0.75 33.5 A325 92 120 -- <br />COMPONENT PROPERTIES <br />Component ID Gross Area <br />(in2) <br />Net Area <br />(in2) <br />Individual Inertia <br />(in4) <br />Moment of Inertia <br />(in4)Threads/in <br />Pole 30"ø x 0.375" (Round)34.9007 --3830.43 - <br />Bolt Group Original (36) 0.75"ø 0.4418 0.3345 0.0089 1596.17 10.0 <br />REACTION DISTRIBUTION <br />Component ID Moment <br />Mu (k-ft) <br />Axial Load <br />Pu (k) <br />Shear <br />Vu (k)Moment Factor <br />Pole 30"ø x 0.375" (Round)127.0 9.22 5.51 1.000 <br />Bolt Group Original (36) 0.75"ø 127.0 -5.51 1.000 <br />UPPER FLANGE PLATE BEND LINE ANALYSIS @ 30 FT <br />POLE PROPERTIES PLATE PROPERTIES <br />Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:130 ° <br />Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 3.433 to 4.246 rad <br />Orientation Offset:-º <br />Bend Line Chord Length <br />(in) <br />Additional Length <br />(in) <br />Section Modulus <br />(in3) <br />Applied Moment <br />Mu (k-in) <br />Moment Capacity <br />ФMn (k-in) <br />Flexure Result <br />Mu/ФMn <br />Flats 17.246 0.00 11.385 19.5 368.9 5.3% <br />Corners 17.246 0.00 11.385 19.5 368.9 5.3% <br />Circumferential 18.906 0.00 12.481 32.3 404.4 8.0% <br />PLASTIC FLANGE BOLT ANALYSIS <br />Class Group Quantity Bolt Diameter <br />(in) <br />Applied Axial Load <br />Pu (k) <br />Applied Shear Load <br />Vu (k) <br />Compressive Capacity <br />ФPn (k)Interaction Result <br />Original 36 0.75 4.6 0.2 30.1 16.4% <br />2210 3%4 S Ritchey St # <br />WCC018/5/2024