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Monopole Flange Plate Connection Elevation=40 ft. v CROWN <br /> CASTLE <br /> BU# 815285 Applied Loads <br /> Site Name LOWELL Moment(kip-ft) 1032.34 <br /> Order# 607190 rev.1 Axial Force(kips) 34.56 <br /> Shear Force(kips) 18.31 <br /> TIA-222 Revision H 'TIA-222-H Section 15.5 Applied <br /> Top Plate-External Bottom Plate-External <br /> O OO Q <br /> p, \ 70,/ <br /> O <br /> O` Q ` O )0\� O \ Q <br /> \� Q o O— ., <br /> Connection Properties <br /> Bolt Data <br /> (18)1-1/2"0 bolts(A325 N;Fy=81 ksi,Fu=120 ksi)on 47"BC <br /> Top Plate Data Bottom Plate Data <br /> 53"OD x 2"Plate(A36;Fy=36 ksi,Fu=58 ksi) 53"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 /> 36"x 0.375"round pole(A53-B-42;Fy=42 ksi,Fu=63 ksi) 42"x 0.5"round pole(A53-B-42;Fy=42 ksi,Fu=63 ksi) <br /> Analysis Results <br /> Bolt Capacity <br /> Max Load(kips) 56.63 <br /> Allowable(kips) 126.89 <br /> Stress Rating: 42.5% Pasc <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 /> CClplate-Version 4.1.2 Analysis Date:3/8/2022 <br />