tnxTower <br />Job <br />Page <br />ATT EG46 Fox Hollow <br />1 of 13 <br />ISE Incoporated <br />Project <br />Date <br />PO Box 50039 <br />ISE Job No. 9437 <br />12:03:43 06/11/15 <br />Phoenix, AZ85076 <br />Client <br />Designed by <br />Phone: (602) 403-8614 <br />Larson Camouflage <br />MEN <br />FAX: (623) 321-1283 <br />Tower Input Data <br />There is a pole section. <br />This tower is designed using the TIA-222-G standard. <br />The following design criteria apply: <br />• Tower is located in Lane County, Oregon. <br />• Basic wind speed of 85 mph. <br />• Structure Class 11. <br />• Exposure Category C. <br />• Topographic Category 1. <br />• Crest Height 0.000 ft. <br />• Nominal ice thickness of 0.500 in. <br />• Ice thickness is considered to increase with height. <br />• Ice density of 56 pc£ <br />• A wind speed of 30 mph is used in combination with ice. <br />• Temperature drop of 50 °F. <br />• Deflections calculated using a wind speed of 60 mph. <br />• A non-linear (P-delta) analysis was used. <br />• Pressures are calculated at each section. <br />• Stress ratio used in pole design is 1. <br />• Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. <br />Tapered Pole Section Geometry <br />Section Elevation <br />Section <br />Splice <br />Number <br />Top <br />Bottom <br />Wall <br />Bend <br />Pole Grade <br />Length <br />Length <br />of <br />Diameter <br />Diameter <br />Thickness <br />Radius <br />ft <br />ft <br />ft <br />Sides <br />in <br />in <br />in <br />in <br />Ll 70.000-20.000 <br />50.000 <br />3.417 <br />18 <br />18.000 <br />28.450 <br />0.219 <br />0.875 <br />A572-65 <br />(65 ksi) <br />L2 20.000-1.000 <br />22.417 <br />18 <br />27.298 <br />31.983 <br />0.313 <br />1.250 <br />A572-65 <br />(65 ksi) <br />Tapered Pole Properties <br />Section Tip Dia. <br />Area <br />1 <br />r <br />C <br />I/C <br />J <br />It/Q <br />w <br />w/t <br />in <br />in2 <br />in' <br />in <br />in <br />in' <br />in' <br />in2 <br />in <br />L1 18.278 <br />12.349 <br />493.259 <br />6.312 <br />9.144 <br />53.943 <br />987.167 <br />6.175 <br />2.783 <br />12.719 <br />28.889 <br />19.606 <br />1974.148 <br />10.022 <br />14.453 <br />136.595 <br />3950.894 <br />9.805 <br />4.622 <br />21.125 <br />L2 28.445 <br />26.766 <br />2462.622 <br />9.580 <br />13.868 <br />177.582 <br />4928.484 <br />13.386 <br />4.254 <br />13.614 <br />32.477 <br />31.414 <br />3980.848 <br />11.243 <br />16.248 <br />245.012 <br />7966.934 <br />15.710 <br />5.079 <br />16.253 <br />Tower Gusset <br />Elevation Area <br />(per face) <br />L1 <br />70.000-20.000 <br />L2 <br />Gusset Gusset Grade Adjust. Factor Adjust. <br />Thickness At Factor <br />A,. <br />in <br />Weight Mult. Double Angle <br />Double Angle <br />Stitch Bolt <br />Stitch Bolt <br />Spacing <br />Spacing <br />Diagonals <br />Horizontals <br />in <br />in <br />