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ASSET: 413975, CALVARY CHAPEL CA <br />CUSTOMER: VERIZON WIRELESS <br />CITY OF SANTA ANA <br />CODE: PIbWffl@-WRdiBuilcling Agency <br />PROJECT: 14907502 <br />EI <br />Moment (k-ft) <br />APPLIED REACTIONS <br />Axial (k) <br />828.45 18.65 22.22 <br />Date: <br />PLATE PARAMETERS (ID# 30098) <br />Width: 43 in <br />Shape: Round <br />Thickness: 2 in --- - <br />Grade: A572-60 <br />Yield Strength: 60 ksi <br />Tensile Strength: 75 ksi • • <br />Rod Detail Type: d <br />Clear Distance 3.625 in <br />Base Weld Size: 0.125 in <br />Orientation Offset: ° <br />Analysis Type: Plastic <br />Neutral Axis: 150 ° <br />ANCHOR ROD PARAMETERS <br />Diameter Circle Fy F Spacing Offset <br />Class Arrangement Quantity (in) (in) Grade (ksi) (ksi) (in) (°) <br />Original <br />Radial 6 <br />2.25 37 A615-75 75 <br />100 <br />[ID#308851 <br />COMPONENT PROPERTIES <br />Component <br />ID <br />Gross Area Net Area Individual Inertia <br />Moment of Inertia Threads/in <br />(in) (in) (in) <br />(in ) <br />Pale <br />30"o x 0.25" (18 Sides) <br />23.2472 - - <br />2572.38 - <br />Bolt Group <br />Original (6) 2.25"o <br />3.9761 3.2477 0.8393 <br />2883.24 4.5 <br />REACTION DISTRIBUTION <br />Component <br />ID <br />Moment Axial Load <br />Shear Moment Factor <br />M� (k-ft) P� (k) <br />V� (k) <br />Pale <br />30"o x 0.25" (18 Sides) <br />828.4 <br />18.65 <br />22.22 <br />1.000 <br />Bolt Group <br />Original (6) 2.25"o <br />828.4 <br />- <br />22.22 <br />1.000 <br />BASE PLATE BEND LINE ANALYSIS @ 0 FT <br />POLE PROPERTIES <br />PLATE PROPERTIES <br />Flat -to -Flat Diameter: <br />30.12 in <br />Flat Width: 5.312 <br />in <br />Neutral Axis: 150 <br />° <br />Point -to -Point Diameter: <br />30.59 in <br />Flat Radians: 0.349 <br />rad <br />Bend Line Limits: 3.379 to 4.998 rad <br />Orientation Offset: <br />- ° <br />Chord Length <br />Additional Length Section Modulus <br />Applied Moment <br />Moment Capacity <br />Flexure Result <br />Bend Line <br />(in) <br />(in) (in3) <br />M. (k-in) <br />OM, (k-in) <br />M OMn <br />Flats <br />26.904 <br />0.00 26.904 <br />415.6 <br />1452.8 <br />28.6% 0 <br />Corners <br />26.375 <br />0.00 26.375 <br />370.2 <br />1424.2 <br />26.0% Q <br />Circumferential <br />39.332 <br />0.00 39.332 <br />370.2 <br />2123.9 <br />17.4% O <br />PLASTIC ANCHOR ROD ANALYSIS <br />Class <br />Group Quantity <br />Rod Diameter Applied Axial Load <br />Applied Shear Load Compressive Capacity <br />Interaction Result <br />(in) P (k) <br />V" (k) <br />OP" (k) <br />Original <br />6 <br />2.25 150.8 <br />4.8 <br />243.6 <br />65.9% 9 <br />Task ID: 584449 Page 1 of 1 10/3/2024 9:11:02 <br />