tnxTower <br />Job <br />Page <br />ATT EG46 Fox Hollow <br />11 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 />Maximum Tower Deflections - Service Wind <br />Section <br />Elevation <br />Horz. <br />Gov. Tilt Twist <br />No. <br />Deflection <br />Load <br />ft <br />in <br />Comb. ° <br />Ll <br />70 - 20 <br />11.884 <br />13 1.298 0.000 <br />L2 <br />23.417- 1 <br />1.447 <br />13 0.565 0.000 <br />Critical Deflections and Radius of Curvature - Service Wind <br />Elevation <br />Appurtenance <br />Gov. <br />Deflection <br />Tilt <br />Twist <br />Radius of <br />Load <br />Curvature <br />ft <br />Comb. <br />in <br />ft <br />70.000 <br />Pine Branches <br />13 <br />11.884 <br />1.298 <br />0.000 <br />16136 <br />65.000 <br />Pine Branches <br />13 <br />10.498 <br />1.235 <br />0.000 <br />16136 <br />60.000 <br />Pine Branches <br />13 <br />9.130 <br />1.171 <br />0.000 <br />8068 <br />55.000 <br />Pine Branches <br />13 <br />7.800 <br />1.105 <br />0.000 <br />5378 <br />50.000 <br />Pine Branches <br />13 <br />6.525 <br />1.035 <br />0.000 <br />4033 <br />45.000 <br />Pine Branches <br />13 <br />5.325 <br />0.962 <br />0.000 <br />3226 <br />40.000 <br />Pine Branches <br />13 <br />4.218 <br />0.882 <br />0.000 <br />2688 <br />35.000 <br />Pine Branches <br />13 <br />3.222 <br />0.796 <br />0.000 <br />2304 <br />30.000 <br />Pine Branches <br />13 <br />2.357 <br />0.702 <br />0.000 <br />2016 <br />25.000 <br />Pine Branches <br />13 <br />1.640 <br />0.600 <br />0.000 <br />1825 <br />20.000 <br />Pine Branches <br />13 <br />1.088 <br />0.487 <br />0.000 <br />2046 <br />17.500 <br />Pine Branches <br />13 <br />0.870 <br />0.428 <br />0.000 <br />2351 <br />15.000 <br />Pine Branches <br />13 <br />0.683 <br />0.366 <br />0.000 <br />2771 <br />Maximum Tower Deflections - Design Wind <br />Section <br />Elevation <br />Horz. <br />Gov. Tilt Twist <br />No. <br />Deflection <br />Load <br />ft <br />in <br />Comb. ° <br />L1 <br />70 - 20 <br />42.750 <br />6 4.672 0.000 <br />L2 <br />23.417- 1 <br />5.207 <br />6 2.034 0.000 <br />Critical Deflections and Radius of Curvature - Design Wind <br />Elevation <br />Appurtenance <br />Gov. <br />Deflection <br />Tilt <br />Twist <br />Radius of <br />Load <br />Curvature <br />ft <br />Comb. <br />in <br />ft <br />70.000 <br />Pine Branches <br />6 <br />42.750 <br />4.672 <br />0.000 <br />4529 <br />65.000 <br />Pine Branches <br />6 <br />37.763 <br />4.446 <br />0.000 <br />4529 <br />60.000 <br />Pine Branches <br />6 <br />32.844 <br />4.216 <br />0.000 <br />2263 <br />55.000 <br />Pine Branches <br />6 <br />28.058 <br />3.977 <br />0.000 <br />1508 <br />50.000 <br />Pine Branches <br />6 <br />23.473 <br />3.727 <br />0.000 <br />1130 <br />45.000 <br />Pine Branches <br />6 <br />19.155 <br />3.461 <br />0.000 <br />903 <br />40.000 <br />Pine Branches <br />6 <br />15.172 <br />3.175 <br />0.000 <br />752 <br />35.000 <br />Pine Branches <br />6 <br />11.591 <br />2.865 <br />0.000 <br />643 <br />30.000 <br />Pine Branches <br />6 <br />8.478 <br />2.527 <br />0.000 <br />562 <br />25.000 <br />Pine Branches <br />6 <br />5.901 <br />2.158 <br />0.000 <br />508 <br />20.000 <br />Pine Branches <br />6 <br />3.915 <br />1.753 <br />0.000 <br />570 <br />