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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 />(4) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 45.42" BC Pu_t = 210.81 φPn_t = 243.75 Stress Rating <br /> Vu = 4.13 φVn = 149.1 82.4% <br />Base Plate Data Mu = n/a φMn = n/a Pass <br />44.15" W x 2.625" Plate (A36; Fy=36 ksi, Fu=58 ksi); Clip: 3 in <br /> Base Plate Summary <br />Stiffener Data Max Stress (ksi):13.6 (Flexural) <br />N/A Allowable Stress (ksi):32.4 <br /> Stress Rating:40.0%Pass <br />Pole Data <br />37.7" x 0.2813" 12-sided pole (A36; Fy=36 ksi, Fu=58 ksi) <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Site Info <br />BU # 845391 <br />Site Name Edinger and Bristol <br />Moment (kip-ft) 547.00 <br />Order # 709035 Rev. 0 <br />Analysis Considerations <br />TIA-222 Revision H <br />Grout Considered:No <br />Iar (in) 1.5 <br />Applied Loads <br />Analysis Results <br />Axial Force (kips) 23.00 <br />Shear Force (kips) 11.00 <br />Adjusted Pole Reactions <br />Moment (kip-ft) 0.00 <br />Axial Force (kips) 23.00 <br />Shear Force (kips) 11.00 <br />Connection Properties <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