tnxTower <br />Job <br />Page <br />ATT EG46 Fox Hollow <br />13 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 />Section <br />Elevation <br />Size Actual <br />~V„ <br />Ratio <br />Actual <br />~T„ <br />Ratio <br />No. <br />V, <br />V„ <br />T. <br />T <br />ft <br />K <br />K <br />~V <br />kip ft <br />kip ft <br />~T, <br />Ll <br />70-20(1) <br />TP28.45x180.219 27.424 <br />664.130 <br />0.041 <br />0.000 <br />1504.867 <br />0.000 <br />L2 <br />20- 1 (2) <br />TP31.983x27.298x0.313 33.940 <br />1163.180 <br />0.029 <br />0.000 <br />3027.783 <br />0.000 <br />Pole Interaction Design Data <br />Section <br />Elevation <br />Ratio <br />Ratio <br />Ratio <br />Ratio <br />Ratio <br />Comb. <br />Allow. Criteria <br />No. <br />P„ <br />M,,.< <br />Mu,. <br />V„ <br />T, <br />Stress <br />Stress <br />ft <br />~Pn <br />W1, <br />W <br />~Vn <br />~T <br />Ratio <br />Ratio <br />L1 <br />70-20(l) <br />0.009 <br />0.970 <br />0.000 <br />0.041 <br />0.000 <br />0.980 <br />1.000 <br />V <br />4 8 2 <br />L2 <br />20-1(2) <br />0.008 <br />0.967 <br />0.000 <br />0.029 <br />0.000 <br />0.976 <br />1.000 <br />V <br />4 8 2 <br />Section Capacity Table <br />Section Elevation Component Size Critical P oPano„ % Pass <br />No. ft Type Element K K Capacity Fail <br />L1 70 - 20 Pole TP28.45x18x0.219 1 -11.770 1328.260 <br />98.0 <br />Pass <br />L2 20-1 Pole TP31.983x27.298x0.313 2 -17.665 2326.350 <br />97.6 <br />Pass <br />Summary <br />Pole (L1) <br />98.0 <br />Pass <br />Base Plate <br />98.1 <br />Pass <br />RATING = <br />98.1 <br />Pass <br />