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127 Ft Monopole Tower Structural Analysis <br />Project Number 37518-0703.001.7805, Application 423837, Revision 1 <br />36 <br />Yes <br />16 <br />0.00000001 <br />0.00004580 <br />37 <br />Yes <br />16 <br />0.00000001 <br />0.00004882 <br />38 <br />Yes <br />16 <br />0.00000001 <br />0.00004888 <br />39 <br />Yes <br />15 <br />0.00013179 <br />0.00008638 <br />40 <br />Yes <br />16 <br />0.00000001 <br />0.00008191 <br />41 <br />Yes <br />16 <br />0.00000001 <br />0.00008283 <br />42 <br />Yes <br />15 <br />0.00013180 <br />0.00008640 <br />43 <br />Yes <br />15 <br />0.00013126 <br />0.00014702 <br />44 <br />Yes <br />16 <br />0.00000001 <br />0.00008638 <br />45 <br />Yes <br />15 <br />0.00013173 <br />0.00008640 <br />46 <br />Yes <br />16 <br />0.00000001 <br />0.00008001 <br />47 <br />Yes <br />16 <br />0.00000001 <br />0.00007843 <br />48 <br />Yes <br />15 <br />0.00013169 <br />0.00008627 <br />49 <br />Yes <br />16 <br />0.00000001 <br />0.00008593 <br />50 <br />Yes <br />15 <br />0.00013124 <br />0.00014746 <br />Maximum Tower''Deflections - Service Wind <br />Section <br />Elevation <br />Horz. <br />Gov. <br />Tilt <br />Twist <br />No. <br />Deflection <br />Load <br />ft <br />in <br />Comb. <br />° <br />L1 <br />127 - 87.25 <br />36.62 <br />39 <br />2.75 <br />0.01 <br />L2 <br />90.75 - 52 <br />17.71 <br />45 <br />2.02 <br />0.00 <br />L3 <br />56.25 -16.75 <br />6.25 <br />45 <br />1.10 <br />0.00 <br />L4 <br />21.75 - 0 <br />0.88 <br />45 <br />0.36 <br />0.00 <br />February 19, 2018 <br />CC/ BU No 823967 <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 />127.0000 <br />TMBXX-6516-R2M w/ Mount <br />39 <br />36.62 <br />2.75 <br />0.01 <br />12683 <br />Pipe <br />120.0000 <br />SBNHH-1 D65C w/ Mount Pipe <br />39 <br />32.69 <br />2.63 <br />0.01 <br />9059 <br />118.0000 <br />TME-RRH2X40-07-L <br />39 <br />31.58 <br />2.59 <br />0.01 <br />7045 <br />116.0000 <br />TME-DC6-48-60-18-8F <br />39 <br />30.47 <br />2.55 <br />0.01 <br />5764 <br />Maximum Tower Deflections - Design Wind <br />Section <br />Elevation <br />Horz. <br />Gov. <br />Tilt <br />Twist <br />No. <br />Deflection <br />Load <br />ft <br />in <br />Comb. <br />° <br />L1 <br />127 - 87.25 <br />132.02 <br />2 <br />9.95 <br />0.02 <br />L2 <br />90.75 - 52 <br />63.92 <br />14 <br />7.32 <br />0.00 <br />L3 <br />56.25 -16.75 <br />22.56 <br />14 <br />3.98 <br />0.00 <br />L4 <br />21.75 - 0 <br />3.17 <br />14 <br />1.29 <br />0.00 <br />Critical Deflections and Radius of'Curvature - Design Wind, <br />Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br />Load Curvature <br />ft Comb. in ft <br />127.0000 TMBXX-6516-R2M w/ Mount <br />tnxTower Report - version 7.0.5.1 <br />132.02 9.95 0.02 3685 <br />