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Monopole Flange Plate Connection <br />*TIA-222-H Section 15.5 Applied <br />Top Plate Data Bottom Plate Data <br />40.25" OD x 1.25" Plate (A36; Fy=36 ksi, Fu=58 ksi)40.25" OD x 1.25" Plate (A36; Fy=36 ksi, Fu=58 ksi) <br />Top Stiffener Data Bottom Stiffener Data <br />N/A N/A <br /> <br />Top Pole Data Bottom Pole Data <br />33.2" x 0.25" 12-sided pole (A36; Fy=36 ksi, Fu=58 ksi)33.2" x 0.25" 12-sided pole (A36; Fy=36 ksi, Fu=58 ksi) <br />Max Load (kips)5.93 <br />Allowable (kips)54.53 <br />Stress Rating:10.3%Pass <br />Top Plate Capacity Bottom Plate Capacity <br />4.04 (Flexural)4.04 (Flexural) <br />32.40 32.40 <br />11.9%Pass 11.9%Pass <br />4.1%Pass 4.1%Pass <br />Allowable Stress (ksi):Allowable Stress (ksi): <br />Stress Rating:Stress Rating: <br />Tension Side Stress Rating:Tension Side Stress Rating: <br />Analysis Results <br />Bolt Capacity <br />Max Stress (ksi):Max Stress (ksi): <br /> <br />TIA-222 Revision H <br />Top Plate - External Bottom Plate - External <br />Connection Properties <br />Bolt Data <br />(16) 1" ø bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 37.75" BC <br />Order # 709035 Rev. 0 Axial Force (kips) 11.69 Axial Force (kips) 0.00 <br />Shear Force (kips) 8.01 Shear Force (kips) 0.00 <br />Elevation = 45 ft. <br />BU # 845391 Applied Loads Applied Loads to Bridge Stiffeners <br />Site Name Edinger and Bristol Moment (kip-ft) 83.79 Moment (kip-ft) 0.00 <br />Show image? <br />Plate Dia. <br />Shaft Dia. <br />Pole Shape <br />Plate Type: <br />Plate Geometry: <br />Plate Quantity <br />Plate Dia. 2 <br />Shaft Dia. 2 <br />Show image? <br />Plate Dia. <br />Shaft Dia. <br />Pole Shape <br />Plate Type: <br />Plate Geometry: <br />Plate Quantity <br />Plate Dia. 2 <br />Shaft Dia. 2 <br />Analysis Date: 7/20/2025CCIplate - Version 5.1.1