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1110 3%4 E Seventeenth St, Unit #WCC01 - Plan
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1110 3/4 E Seventeenth St Unit# WCC01
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1110 3%4 E Seventeenth St, Unit #WCC01 - Plan
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7/31/2025 2:16:39 PM
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6/6/2025 1:20:01 PM
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Plan
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101120350
Full Address
1110 3/4 E Seventeenth St Unit# WCC01
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ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H <br />CUSTOMER:VERIZON WIRELESS PROJECT:14763144 <br />Task ID: 524508 Page 2 of 4 4/22/2024 8:37:29 <br />UPPER FLANGE PLATE ANALYSIS @ 30 FT <br />APPLIED REACTIONS <br />Moment (k-ft)Axial (k)Shear (k) <br />506.23 17.6 14.91 <br />PLATE PARAMETERS (ID# 24920) <br />Width:36 in <br />Shape:Round <br />Thickness:1.375 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:200 ° <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#25575]Radial 36 0.75 33 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 1547.54 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)506.2 17.60 14.91 1.000 <br />Bolt Group Original (36) 0.75"ø 506.2 -14.91 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:200 ° <br />Point-to-Point Diameter:30.12 in Flat Radians:0.017 rad Bend Line Limits: 4.638 to 5.485 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 16.216 0.00 7.664 51.7 248.3 20.8% <br />Corners 16.216 0.00 7.664 51.7 248.3 20.8% <br />Circumferential 18.707 0.00 8.842 101.2 286.5 35.3% <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 17.5 0.7 30.1 61.4% <br />1110 3%4 E Seventeenth St, Unit <br />#WCC01 <br />10/18/2024
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