tnxTower <br />Job <br />Page <br />ATT EG46 Fox Hollow <br />12 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 />Elevation <br />Appurtenance Gov. <br />Deflection Tilt Twist <br />Radius of <br />Load <br />Curvature <br />ft <br />Comb. <br />in <br />ft <br />17.500 <br />Pine Branches 6 <br />3.128 1.539 0.000 <br />654 <br />15.000 <br />Pine Branches 6 <br />2.456 1.317 0.000 <br />771 <br />Base Plate Design Data <br />Plate <br />Number <br />Anchor Bolt <br />Actual <br />Actual <br />Actual <br />Actual <br />Controlling <br />Ratio <br />Thickness <br />ofAnchor <br />Size <br />Allowable <br />Allowable <br />Allowable <br />Allowable <br />Condition <br />Bolts <br />Ratio <br />Ratio <br />Ratio <br />Ratio <br />Bolt <br />Bolt <br />Plate <br />Stiffener <br />Tension <br />Compression <br />Stress <br />Stress <br />in <br />in <br />K <br />K <br />ksi <br />ksi <br />2.500 <br />8 <br />2.250 <br />218.565 <br />222.982 <br />44.123 <br />Plate <br />0.98 <br />223.654 <br />371.266 <br />45.000 <br />0.98 <br />0.60 <br />0.98 <br />Compression Checks <br />Pole Design Data <br />Section <br />Elevation <br />Size L <br />L„ <br />K11r A <br />P„ <br />~P„ <br />Ratio <br />No. <br />P„ <br />ft <br />ft <br />ft <br />in, <br />K <br />K <br />~P <br />L1 <br />70-20(l) <br />TP28.45xl8x0.219 50.000 <br />0.000 <br />0.0 19.110 <br />-11.770 <br />1328.260 <br />0.009 <br />L2 <br />20- 1 (2) <br />TP31.983x27.2980.313 22.417 <br />0.000 <br />0.0 31.414 <br />-17.665 <br />2326.350 <br />0.008 <br />Pole Bending Design Data <br />Section <br />Elevation <br />Size M,I <br />~Mn,r <br />Ratio <br />M,,, <br />~M <br />Ratio <br />No. <br />M", <br />Mu,1 <br />ft <br />kip ft <br />kip-ft <br />W,' <br />kip ft <br />kip-ft <br />W, <br />L1 <br />70-20(l) <br />TP28.45xl8x0.219 728.641 <br />751.515 <br />0.970 <br />0.000 <br />751.515 <br />0.000 <br />L2 <br />20- 1 (2) <br />TP31.983x27.2980.313 1462.625 <br />1512.042 <br />0.967 <br />0.000 <br />1512.042 <br />0.000 <br />Pole Shear Design Data <br />