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Monopole Base Plate Connection - Seismic <br />*TIA-222-H Section 15.5 Applied <br />*1.5 Overstrength Factor Applied <br />#VALUE! <br />Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) <br />(8) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 47.5" BC Pu_t = 67.23 φPn_t = 243.75 Stress Rating <br /> Vu = 1.5 φVn = 149.1 26.3% <br />Base Plate Data Mu = n/a φMn = n/a Pass <br />53.5" OD x 2.25" Plate (A36; Fy=36 ksi, Fu=58 ksi) <br />Base Plate Summary <br />Stiffener Data Max Stress (ksi):5.34 (Flexural) <br />N/A Allowable Stress (ksi):32.4 <br />Stress Rating:15.7%Pass <br />Pole Data <br />40.837" x 0.25" 18-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) <br />Analysis Results <br />Axial Force (kips) 21.00 <br />Shear Force (kips) 8.00 <br />Adjusted Pole Reactions <br />Moment (kip-ft) 0.00 <br />Axial Force (kips) 21.00 <br />Shear Force (kips) 8.00 <br />Connection Properties <br />Moment (kip-ft) 369.00 <br />TEP # 353924.1184090 <br />Analysis Considerations <br />TIA-222 Revision H <br />Grout Considered:No <br />Iar (in) 0 <br />Applied Loads <br />Site Info <br />Site # CLL01580 <br />Site Name Fairview Business 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: 11/18/2025