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Crown Castle USA, Inc. July 16, 2012 <br /> 285 Ft Self Support Tower Structural Analysis CCI BU No 816298 <br /> Projecf Number 012-01232-00,Application 144090, Revision 1 Page 6 <br /> ___ so.� (b) <br /> �T1 288-279 Diagonal 2L2 1l2x2x1/4x3/8 18 -0.61 24 08 2.5 Pass <br /> T2 279-272 Diagonal 2L2 1/2x2x1/4x3/8 33 -1.54 29.13 5.3 Pass <br /> �- - - <br /> T3 272-259 Diagonal 2L2 1/2x2 1/2x114x3/8 62 -3.50 23.40 14.9 Pass <br /> T4 259-247 Diagonal 2L2x2 1/2x1/4x3/8 99 -4.69 23.29 20 1 Pass <br /> T5 247-237 Diagonal 2L3x2 1/2x1/4x318 128 -5.25 28.62 18.3 Pass <br /> �T6 237-232 Diagonal 2L3 1/2x2 1/2x5/16x3/8 149 -4 71 62.90 7.5 Pass <br /> T7 232-222 Diagonal 2L2 1/2x3x5/16x3/8 178 -7 73 54.26 14.2 Pass <br /> T8 222-210 Diagonal 2L2 1/2x3 1/2x1/4x318 215 -11 47 43.67 26.3 Pass <br /> T9 210_195 Diagonal 2L2 1/2x3 1/2x1/4x3/8 245 -17 55 32.93 53 3 Pass <br /> T10 195-183 Diagonal 2L3 1/2x4x1l4x3/8 285 -19.12 66.06 28.9 Pass <br /> T11 183-171 Diagonal 2L3x3 1/2x1/4x3/8 322 -22.02 44 09 49.9 Pass <br /> T12 171-146 Diagonal 2L3 1/2x5x3/8x3/8 359 -36.98 58.62 63 1 Pass <br /> T13 146-122 Diagonal 2L3 1/2x5x3/8x3/8 410 -37 09 10121 36.6 Pass <br /> T14 122-96 Diagonal 2L3 1/2x5x5/16x3/8 479 -40.20 77.28 52.0 Pass <br /> T15 96-72 Diagonal 2L3 1/2x5x5116x3/8 548 -40.50 80.13 50.5 Pass <br /> T16 72-52 Diagonal 2L3 1/2x4x5/16x3/8 620 -38.50 78.49 49.1 Pass <br /> �' T17 52-32 Diagonal 2L3 1/2x4x5/16x3/8 701 -39.49 76.07 51 9 Pass <br /> k---- --- <br /> T18 32-0 Diagonal 2L5x5x318x3/8 790 -69 74 167.68 41 6 Pass <br /> _T2 279-272 Horizontal 2L2 1/2x2x1/4x3/8 32 -0.85 40.42 2.1 Pass <br /> � T3 272-259 Horizontal - 2L5x3x1/4x3/8 � 61 -1.39 73.48 2 3�b� Pass <br /> i T4 259-247 Horizontal 2L2 1/2x2x1/4x3/8 98 -2.34 36.11 6.5 Pass <br /> f----- _ <br /> � T5 247-237 Horizontal 2L3x2 1/2x1/4x3/8 127 -3.13 46.50 6.7 Pass <br /> � --- -- - - - <br /> --------- - --- - - ----- --- --- -- <br /> T6 237-232 Horizontal 2L2 1/2x2x1/4x3/8 148 -3.63 31 07 11 7 Pass <br /> �------- ----- - --- - --- <br /> � T7 232-222 Horizontal 2LSx3 1/2x3/8x3l8 177 -4.60 126.83 3�° Pass <br /> �------- -- - ------ -- 6.9(b) <br /> T8 222-210 Horizontal 2L3x2x1/4x3/8 207 -6.55 29.80 22.0 Pass <br /> � T9 210-195 Horizontal 2L3x2x1/4x3/8 244 -9 73 25.89 37 6 Pass <br /> 7 0 195-183 Horizontal 2L5x3x5/16x3/8 281 -13.25 79.26 16.7 Pass <br /> T11 183-171 Horizontal 2L5x3 1/2x5/16x3/8 318 -15.53 93.31 16.6 Pass <br /> T12 171 -146 Horizontal 2L3 1/2x2 1/2x1/4x3/8 355 -17 95 31 77 56.5 Pass <br /> r- -- -- --- --- ------- - -- -- -- -- <br /> � T13 146-122 Horizontal 2L5x3 1/2x3/8x3/8 404 -20.42 93.14 21.9 Pass <br /> r T14 122-96 Horizontal 2L4x3x1/4x3/8 473 -22.19 . 34 07 65 1 Pass <br /> �---- ----- - --- - <br /> T15 96_72 Horizontal _ 2L4x3 1/2x3/8x3/8 542 -25.05 50.06 50 0 Pass <br /> ���T16 72-52 Horizontal _ 2L3 1/2x2 1/2x1/4x3/8 613 -26.81 63.34 42.3 Pass <br /> T17 52-32 Horizontal 2L2 1/2x2 1/2x1/4x3/8 694 -28.13 45.49 61 8 Pass <br /> l-- - -- - ---- <br /> 'i T18 32-0 Horizontal 2L6x4x318x3/8 782 -52.36 106.79 49 0 Pass <br /> ; T1 288-279 Top Girt 2L3x2 1/2x1/4x3/8 7 -0.24 55 48 0.4 -- --Pass--- <br /> }------ - ------- -- -- 0.5(b) <br /> Redund Horz 1 --�"----- <br /> j T3 272-259 gracing �1/2x2x1/4 66 -0.19 19 68 1 0 Pass <br /> �- - - - Redund Horz 1 - --- - - - - ---- -- � <br /> T4 259_247 gracing � 1/2x2x1/4 107 -0.14 18 39 0.8 Pass <br /> ~ T7 232-222 Redund Horz 1 L2 1/2x2x1l4---- --- -182 - ---0 64 15.48 4 1 � Pass � <br /> Bracing <br /> - � --- - - - - --- -- --- <br /> - - - -- - ---- - - � <br /> T8 222-210 Redund Horz 1 L2 1/2x2x1/4 219 -1.22 13.65 8.9 I Pass <br /> ' Bracing <br /> - - -- - ----- -- � <br /> Redund Ho2 1 -- -- - - - - --- - - - -r <br /> T9 i 210-195 Bracing L2 1/2x2x1/4 1 246 -1.36 11 62 11 7 I Pass <br /> tnxTower Report-version 6.0 4 0 <br />