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Monopole Base Plate Connection cr <br /> `CROWN <br /> v CASTLE <br /> Site Info <br /> BU# 823967 <br /> Site Name Everett Monopole a <br /> Order# 546770 Rev.1 O <br /> Analysis Considerations <br /> TIA-222 Revision H O <br /> Grout Considered: No <br /> la,(in) 0.5625 <br /> Applied Loads 0 <br /> Moment(kip-ft) 1445.71 <br /> Axial Force(kips) 27.85 <br /> Shear Force(kips) 15.15 <br /> *TIA-222-H Section 15.5 Applied O <br /> O 0 <br /> Connection Properties Analysis Results <br /> Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) <br /> (12)2-1/4"p bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 44.5"BC Pu_t=127.5 4Pn_t=243.75 Stress Rating <br /> Vu=1.26 cloVn=149.1 49.8% <br /> Base Plate Data Mu=n/a ct)Mn=n/a <br /> 50"OD x 2"Plate(A572-50;Fy=50 ksi,Fu=65 ksi) <br /> Base Plate Summary <br /> Stiffener Data Max Stress(ksi): 24.75 (Flexural) <br /> N/A Allowable Stress(ksi): 45 <br /> Stress Rating: 52.4% <br /> Pole Data <br /> 38.74"x 0.375"12-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) <br /> CClplate-Version 4.1.1 Analysis Date:5/25/2021 <br />