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Crown Castle USA, Inc. July 16, 2012 <br /> 285 Ft Self Support Tower Structura/Analysis CCI BU No 816298 <br /> Project Number 012-01232-00,Application 144090, Revision 1 Page 8 <br /> T14 122-96 Redund Diag 2 2L2 1/2x2x1l4x3/8 498 -2.27 11 62 19 6 Pass <br /> - --_ -_ __ Bracing <br /> T15 gg_72 Redund Diag 2 2L2 1l2x2 1/2x1/4x3/8 577 -2.50 11.57 21 6 Pass <br /> - ---- - Bracing ------ <br /> � T16 72-52 Redund Diag 2 2L2 1/2x2x1/4x3/8 641 -3.16 14 07 22.5 Pass <br /> �-- _-_-- Bracing <br /> T17 52-32 Redund Diag 2 2L2 1/2x2x1/4x3/8 733 -3.53 12.87 27 4 Pass <br /> - ----__-- Bracing <br /> T18 32-0 Redund Diag 2 2L3x3x3l16x3/8 838 -4.05 26.23 15.4 Pass <br /> _ _ Bracing <br /> T18 32-0 Redund Diag 3 2L5x3 1/2x5/16x3/8 821 -37 85 80.30 47 1 Pass <br /> Bracing <br /> Redund Hip 1 <br /> T12 171 -146 2L3 1/2x3 1/2x1/4x3l8 362 -0 16 58.25 0.3 Pass <br /> __ Bracing <br /> Redund Hip 1 - <br /> T13 146- 122 2L2 1/2x2 1/2x1/4x3/8 415 -0 41 39 44 1.0 Pass <br /> __ _ Bracing <br /> �T14 �22_gg Redund Hip 1 2L3x2 1/2x1/4x3/8 484 -0.41 46.25 0.9 Pass <br /> _ _ Bracing <br /> T15 gg_72 Redund Hip 1 2L3x2 1/2x1/4x3/8 553 -0.35 43 57 0.8 Pass <br /> _- _ ------ Bracing <br /> Redund Hip 1 - <br /> - - -- -- - ---- <br /> T16 72-52 2L3x2 1/2x1/4x3l8 626 -0.25 41 14 0 6 Pass <br /> _ - ---- - Bracing <br /> T17 52-32 Redund Hip 1 2L3x2 1/2x1/4x3/8 707 -0.25 38.36 0.7 Pass <br /> --- -- ---- Bracing <br /> T18 32-0 Redund Hip 1 2L3x2 1/2x1/4x3/8 798 -0 73 53.34 1 4 Pass <br /> _ Bracing <br /> i- - -- - RedundHip2- - --- ---- --- --- --- - <br /> i T13 146-122 Bracing 2L2 1/2x2 1l2x1/4x3/8 431 -0.20 12.03 1 7 Pass <br /> �-- -- - - --- --- -- <br /> � T14 �22-gg Redund Hip 2 2L3x2 1l2x1/4x3/8 500 -0.21 16.29 1 3 Pass <br /> �__ __ Bracing <br /> T15 96-72 Redund Hip 2 2L3x2 1/2x1/4x3/8 569 -0.19 13.28 1 4 Pass <br /> Bracing <br /> --- ---- - - - - - <br /> � T�� � � Redund Hip 2 �1l2x1..x3,8 644 -0 1„ 1 19 1 � P � V <br /> 2-5� Bracing ?i 3 � id i z � as„ <br /> - - ------------ ----- - <br /> Redund Hip 2 <br /> - -- - ---- --- -_ <br /> T17 52-32 2L3x2 1/2x1/4x3/8 725 -0 13 9.80 1 4 Pass <br /> --- ------- Bracing <br /> T18 32-0 R�und Hip 2 2L2 1/2x2x1/4x3/8 799 -0.32 17.56 1.8 Pass <br /> __ �_ Bracing <br /> T18 32-0 Redund Hip 3 2L3x2 1/2x1/4x3/8 826 -0.21 14 00 1.5 Pass <br /> Bracing <br /> �----- - - - - Redund Hip . --- - - - --- ----- ---- - <br /> T12 171 -146 Diagonal 8racing 2L3 1l2x3 1l2x1/4x3/8 372 -0.26 17 01 1.5 Pass <br /> rRedund Hip- -- -- - - <br /> T13 146- 122 . 2L3 1/2x3 1/2x1/4x318 417 -0.57 34 18 1 7 Pass <br /> _ _ _ Diagonal Bracing <br /> Redund Hip - - <br /> T14 122-96 2L2 1/2x2x1/4x318 486 -0 49 9.20 5.3 Pass <br /> i Diagonal Bracing <br /> �------ - --- - - ------------ <br /> Redund Hip 2�2��2x2x1/4x3l8 555 -0 44 8 41 5.2 Pass <br /> i T15 96-�2 Diagonal Bracing <br /> � T16 72_52 Redund Hip 2L2 1/2x2x1J4x3/8 629 -0.13 3.51 3.6 Pass <br /> Diagonal Bracing <br /> - - -- -- - -- -- <br /> - --- - -- - -- - - --- - - <br /> T17 52-32 Redund Hip 2�2��2x2x1l4x3/8 710 -0 13 3 10 4 1 Pass <br /> _ _ _ _ _ _ Diagonal Bracing <br /> - - - -- - ----- - <br /> �, T18 32-0 Redund Hip 2L2 1/2x2x1/4x3/8 800 -0.99 14 49 6.8 Pass <br /> r Diagonal Bracing <br /> I T18 32-0 Redund Sub Horz 2L5x5x3/8x3/8 822 -39 07 108.54 36 0 Pass <br /> I Bracing <br /> T18 32-0 Redund Sub 2LSx3 1/2x5/16x3/8 805 -50 43 100 13 50 4 Pass <br /> Diagonal Bracing <br /> � -- ----- - - <br /> T1 288-279 Inner Bracing L3x3x1/4 13 -0.00 I 7.92 0.2 � Pass <br /> � -- - --- -- ----- -- ------ -- <br /> - -�- --- -f- -- -�------- . - <br /> T2 � 279-272 � Inner Bracing i L3x3x1/4 42 � -0.00 i 6.33 � 0.2 � Pass <br /> i 3 _ 272-2b9 inner Braciny ! L3X3X I�� 79 � -G.�O 5 4G � 0.3 Pass ' <br /> tnxTower Report-version 6.0 4 0 <br />