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Monopole Flange Plate Connection Elevation=88 ft. CROWN <br /> CC CASTLE <br /> BU# 880407 I Applied Loads <br /> Site Name BUZZ INN Moment(kip-ft) 19.13 <br /> Order# 603554-Rev.0 Axial Force(kips) 3.34 <br /> Shear Force(kips) 2.80 <br /> TIA-222 Revision H 'TIA-222-H Section 15.5 Applied <br /> Top Plate-External Bottom Plate-External <br /> i <br /> �0' O <br /> 10, <br /> Connection Properties <br /> Bolt Data <br /> (6)1"0 bolts(A325 N;Fy=92 ksi,Fu=120 ksi)on 18.5"BC <br /> Top Plate Data Bottom Plate Data <br /> 22.5"OD x 1.5"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) 22.5"OD x 1.5"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) <br /> Top Stiffener Data Bottom Stiffener Data <br /> N/A N/A <br /> Top Pole Data Bottom Pole Data <br /> 12.75"x 0.375"round pole(A500-46;Fy=46 ksi,Fu=62 ksi) 14"x 0.1875"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) <br /> Analysis Results <br /> Bolt Capacity <br /> Max Load(kips) 7.71 <br /> Allowable(kips) 54.54 <br /> Stress Rating: 13.5% Pass <br /> Top Plate Capacity Bottom Plate Capacity <br /> Max Stress(ksi): 3.36 (Flexural) Max Stress(ksi): - <br /> Allowable Stress(ksi): 45.00 Allowable Stress(ksi): - <br /> Stress Rating: 7.1% Pass Stress Rating: N/A <br /> Tension Side Stress Rating: 4.3% Pass Tension Side Stress Rating: N/A <br /> CClplate-Version 4.1.2 Analysis Date:2/22/2022 <br />