Laserfiche WebLink
Monopole Base Plate Connection - Seismic <br />*TIA-222-H Section 15.5 Applied <br />*1.5 Overstrength Factor Applied <br />#VALUE! <br />Anchor Rod Data Anchor Rod Summary (units of kips, kip-in) <br />(8) 2-1/4" ø bolts (A615-75 N; Fy=75 ksi, Fu=100 ksi) on 35.49" BC Pu_t = 60.47 φPn_t = 243.75 Stress Rating <br /> Vu = 0.86 φVn = 149.1 23.6% <br />Base Plate Data Mu = n/a φMn = n/a Pass <br />41.49" OD x 2.25" Plate (A633 Gr. E; Fy=60 ksi, Fu=70 ksi) <br /> <br />Stiffener Data <br />N/A <br /> <br />Pole Data <br />27.8" x 0.34375" 12-sided pole (A572-65; Fy=65 ksi, Fu=80 ksi) <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Analysis Results <br />Axial Force (kips) 16.31 <br />Shear Force (kips) 4.56 <br />Adjusted Pole Reactions <br />Moment (kip-ft) 0.00 <br />Axial Force (kips) 16.31 <br />Shear Force (kips) 4.56 <br />Connection Properties <br />Moment (kip-ft) 246.88 <br />Order # 705457 Rev.0 <br />Analysis Considerations <br />TIA-222 Revision H <br />Grout Considered:Yes <br />Iar (in) 0 <br />Applied Loads <br />Site Info <br />BU # 845404 <br />Site Name 22 FWY GLASSELL 3B2 Show image? <br />Plate Dia. <br />Shaft Dia. <br />Pole Shape <br />Plate Type: <br />Plate Geometry: <br />Plate Quantity <br />Plate Dia. 2 <br />Shaft Dia. 2 <br />Analysis Date: 6/18/2025CCIplate - Version 5.1.1