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Job Page <br /> tnxTower Norpro,WA BU#826263 2 of 33 <br /> Vertical Structures,Inc. Project Date <br /> 309 Spangler Dr.Suite E Vertical Structures Job No. 2021-003-036 15:22:38 07/30/21 <br /> Richmond,KY 40475 Client Designed by <br /> Phone:(859)624-8360 Crown Castle <br /> FAX:(859)624-8369 Jonathan Makinen <br /> Known <br /> Tapered,Pole Section Geometry <br /> Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade <br /> Length Length of Diameter Diameter Thickness Radius <br /> ft ft ft Sides in in in in <br /> Li 162.08-150.08 12.00 0.00 Round 30.0000 30.0000 0.3750 A53-B-35 <br /> (35 ksi) <br /> L2 150.08-119.67 30.42 5.42 16 30.0000 36.2100 0.1880 0.7520 A572-65 <br /> (65 ksi) <br /> L3 119.67-92.25 32.83 6.08 16 34.7281 41.3100 0.3750 1.5000 A572-65 <br /> (65 ksi) <br /> 1.4 92.25-45.67 52.67 7.17 16 39.3405 49.8700 0.5000 2.0000 A572-65 <br /> (65 ksi) <br /> L5 45.67-0.00 52.83 16 47.4372 58.0000 0.6250 2.5000 A572-65 <br /> (65 ksi) <br /> Tapered Pole Properties <br /> Section Tip Dia. Area I r C I/C J It/Q w wit <br /> in in2 in4 in in in-' in° in2 in <br /> LI 30.0000 34.9011 3829.4448 10.4749 15.0000 255.2963 7658.8896 17.4401 0.0000 0 <br /> 30.0000 34.9011 3829.4448 10.4749 15.0000 255.2963 7658.8896 17.4401 0.0000 0 <br /> L2 30.5509 17.8789 2007.4107 10.6131 15.3000 131.2033 4045.2160 8.8402 5.5959 29.765 <br /> 36.8826 21.6031 3541.3297 12.8238 18.4671 191.7643 7136.2794 10.6816 6.8317 36.339 <br /> L3 36.4421 41.0949 6126.8111 12.2297 17.7113 345.9260 12346.3897 20.3193 6.1646 16.439 <br /> 42.0458 48.9685 10366.2266 14.5729 21.0681 492.0342 20889.4105 24.2123 7.4744 19.932 <br /> L4 41.2533 61.9506 11806.7379 13.8272 20.0637 588.4638 23792.2442 30.6313 6.8338 13.668 <br /> 50.7491 78.7451 24247.3584 17.5757 25.4337 953.3555 48861.8514 38.9353 8.9291 17.858 <br /> L5 49.7050 93.3318 25838.1813 16.6651 24.1930 1068.0038 52067.5841 46.1477 8.1963 13.114 <br /> 59.0138 114.3914 47572.1916 20.4255 29.5800 1608.2553 95864.6841 56.5605 10.2982 16.477 <br /> Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle <br /> Elevation Area Thickness A,, Factor Stitch Bolt Stitch Bolt Stitch Bolt <br /> (per face) A, Spacing Spacing Spacing <br /> Diagonals Horizontals Redundants <br /> ft ft' in in in in <br /> L1 1 1 1 <br /> 162.08-150.08 <br /> L2 1 1 1 <br /> 150.08-119.67 <br /> L3 1 1 1 <br /> 119.67-92.25 <br /> L4 92.25-45.67 1 1 1 <br /> L5 45.67-0.00 I 1 1 <br /> Feed Line/Linear Appurtenances - Entered As Round Or Flat <br />