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Monopole Base Plate Connection CROWN <br /> : CASTLE <br /> BU# 824022 <br /> Site Name Feely O <br /> Order# 489098 Rev 0 O <br /> Analysis Considerations <br /> TIA-222 Revision H <br /> Grout Considered: No <br /> lar(in) 2.25 <br /> O <br /> Applied Loads <br /> O <br /> Moment(kip-ft) 418.58 <br /> • <br /> Axial Force(kips) 10.95 <br /> Shear Force(kips) 8.68 <br /> *TIA-222-H Section 15.5 Applied <br /> O <br /> Connection Properties Analysis Results <br /> Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) <br /> (4)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 33.94"BC Pu_c=150.47 4Pn_c=243.75 Stress Rating <br /> Vu=2.17 4,Vn=73.13 58.9% <br /> Base Plate Data Mu=n/a 4)Mn=n/a Pass <br /> 39.94"OD x 2.25"Plate(A572-60;Fy=60 ksi,Fu=75 ksi) <br /> Base Plate Summary <br /> Stiffener Data Max Stress(ksi): 20.86 (Flexu ral) <br /> N/A Allowable Stress(ksi): 54 <br /> Stress Rating: 36.8% Pass <br /> Pole Data <br /> 26.5"x 0.21875"16-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) <br /> • <br /> CClplate-version 3.6.0 Analysis Date:6/20/2019 <br />