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Monopole Flange Plate Connection CROWN <br /> Elevation=80 ft. v CASTLE <br /> BU# 815285 Applied Loads <br /> Site Name LOWELL Moment(kip-ft) 362.45 <br /> Order# 607190 rev.1 Axial Force(kips) 21.34 <br /> Shear Force(kips) 13.59 <br /> TIA-222 Revision H "TIA-222-H Section 15.5 Applied <br /> Top Plate-External Bottom Plate-External <br /> O O Z O O <br /> p p /gyp' p <br /> /O O O <br /> I <br /> O O' O O <br /> \ O 9 \ Q <br /> ,,, j <br /> Connection Properties <br /> Bolt Data <br /> (16)1-1/2"0 bolts(A325 N;Fy=81 ksi,Fu=120 ksi)on 41"BC <br /> Top Plate Data Bottom Plate Data <br /> 47"OD x 2"Plate(A36;Fy=36 ksi,Fu=58 ksi) 47"OD x 2"Plate(A36;Fy=36 ksi,Fu=58 ksi) <br /> Top Stiffener Data Bottom Stiffener Data <br /> N/A N/A <br /> Top Pole Data Bottom Pole Data <br /> 30"x 0.375"round pole(A53-B-42;Fy=42 ksi,Fu=63 ksi) 36"x 0.375"round pole(A53-B-42;Fy=42 ksi,Fu=63 ksi) <br /> Analysis Results <br /> Bolt Capacity <br /> Max Load(kips) 25.17 <br /> Allowable(kips) 126.89 <br /> Stress Rating: 18.9% P. <br /> Top Plate Capacity Bottom Plate Capacity <br /> Max Stress(ksi): - Max Stress(ksi): - <br /> Allowable Stress(ksi): - Allowable Stress(ksi): - <br /> Stress Rating: Rohn OK Stress Rating: Rohn OK <br /> Tension Side Stress Rating: Rohn OK Tension Side Stress Rating: Rohn OK <br /> CCIplate-Version 4.1.2 Analysis Date:3/8/2022 <br />