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Monopole Base Plate Connection -Seismic OC <br /> CROWN <br /> CASTLE <br /> 7 BU# 880407 <br /> Site Name BUZZ INN <br /> Order# 601554-Rev.0 <br /> i Analysis Considerations <br /> O O <br /> TIA-222 Revision H <br /> Grout Considered: No <br /> I„(in) 0.5 <br /> Applied Loads <br /> Moment(kip-ft) 146.54 <br /> Axial Force(kips) 14.16 <br /> Shear Force(kips) 1.49 <br /> "71A-222-H Section 15.5 Applied <br /> -1.5Overstrength Fodor Applied O O <br /> PropertiesConnection <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 32"BC Pu—t=78.72 (�Pn_t=243.75 Stress Rating <br /> Vu=0.56 on=149.1 30.8% <br /> Base Plate Data Mu=n/a OMn=n/a <br /> 31"W x 2"Plate(AS72-55;Fy=55 ksi,Fu=70 ksi); Clip:3 in <br /> Base Plate Summary <br /> Stiffener Data Max Stress(ksi): 8.87 (Flexural) <br /> N/A Allowable Stress(ksi): 49.5 <br /> Pole Data Stress Rating: 17.1% Pass <br /> 26.83"x 0.1875"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) <br /> CClplate-Version 4.1.2 Analysis Date:2/22/2022 <br />