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Monopole Base Plate ConnectionCROWN <br /> Cr' CASTLE <br /> BU# 815285 <br /> Site Name LOWELL <br /> i_O, <br /> Order# 607190 rev.1 <br /> Analysis Considerations _vain <br /> 1� OI <br /> TIA-222 Revision H <br /> Grout Considered: No 0 .0 <br /> Lr(in) 1 <br /> t0 0 <br /> Applied Loads <br /> Moment(kip-ft) 1796.03 <br /> Axial Force(kips) 47.29 0 .0 <br /> Shear Force(kips) 19.69 <br /> 'TIA-222-H Section 15.5 Applied <br /> 0 <br /> 10= 0 <br /> Connection Propertie <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=99.23 4Pn_t=132.19 Stress Rating <br /> Vu=1.09 4Vn=82.83 71.5% <br /> Base Plate Data Mu=n/a 0Mn=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 />