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ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H <br />CUSTOMER:VERIZON WIRELESS PROJECT:14763144 <br />Task ID: 524508 Page 1 of 4 4/22/2024 8:37:29 <br />BASE PLATE ANALYSIS @ 0 FT <br />APPLIED REACTIONS <br />Moment (k-ft)Axial (k)Shear (k) <br />968.73 24.18 15.56 <br />PLATE PARAMETERS (ID# 24921) <br />Width:50 in <br />Shape:8 <br />Thickness:2.5 in <br />Grade:A36 <br />Yield Strength:36 ksi <br />Tensile Strength:58 ksi <br />Rod Detail Type:c <br />Clear Distance -in <br />Base Weld Size:0.125 in <br />Orientation Offset:22.5 ° <br />Analysis Type:Plastic <br />Neutral Axis:45 ° <br />ANCHOR ROD 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#25574]Radial 12 2.25 44 A615-75 75 100 -15 <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 0.5" (Round)46.3379 --5044.59 - <br />Bolt Group Original (12) 2.25"ø 3.9761 3.2477 0.8393 8349.61 4.5 <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 0.5" (Round)968.7 24.18 15.56 1.000 <br />Bolt Group Original (12) 2.25"ø 968.7 -15.56 1.000 <br />BASE PLATE BEND LINE ANALYSIS @ 0 FT <br />POLE PROPERTIES PLATE PROPERTIES <br />Flat-to-Flat Diameter:30.12 in Flat Width:0.263 in Neutral Axis:45 ° <br />Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 1.813 to 2.900 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 36.583 0.00 57.161 1011.3 1852.0 54.6% <br />Corners 36.583 0.00 57.161 1011.3 1852.0 54.6% <br />Circumferential 40.964 0.00 64.006 1471.5 2073.8 71.0% <br />PLASTIC ANCHOR ROD ANALYSIS <br />Class Group Quantity Rod 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 12 2.25 79.4 2.1 243.6 34.1% <br />1110 3%4 E Seventeenth St, Unit <br />#WCC01 <br />10/18/2024