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Monopole Base Plate Connection -Seismic Cf::, <br /> CROWN <br /> CASTLE <br /> BU# 815285 <br /> Site Name LOWELL <br /> q 0 <br /> Order# 607190 rev.1 <br /> _� its'•Analysis Considerations O <br /> TIA-222 Revision H <br /> Grout Considered: No O `O <br /> I„(in) 1 <br /> I( O O <br /> Moment(kip-ft) 759.44 <br /> Axial Force(kips) 55.18 \ O <br /> Shear Force(kips) 7.12 <br /> 'TIA-222-H Section 15.5 Applied <br /> *1.5 Overstrength Factor Applied <br /> O O <br /> O O <br /> Connection Properties Analysis Results <br /> Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) <br /> (18)1-1/2"0 bolts(A354-BC N;Fy=109 ksi,Fu=125 ksi)on 47"BC Pu_t=61.54 4Pn_t=132.19 Stress Rating <br /> Vu=0.59 4Vn=82.83 44.3% <br /> Base Plate Data Mu=n/a Mn¢ =n/a <br /> 53"OD x 2"Plate(A36;Fy=36 ksi,Fu=58 ksi) <br /> Base Plate Summary <br /> Stiffener Data Max Stress(ksi): - <br /> N/A Allowable Stress(ksi): - <br /> Stress Rating: Rohn OK <br /> Pole Data <br /> 42"x 0.5"round pole(A53-B-42;Fy=42 ksi,Fu=63 ksi) <br /> CClplate-Version 4.1.2 Analysis Date:3/8/2022 <br />