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Crown Castle USA, Inc. October 24, 2012 <br /> 285 Ft Self Suppo�t Tower Structural Analysis CC/BU No 816298 <br /> Project Number 012-01232-00,Application 165308, Revision 1 Page 10 <br /> (T14) <br /> Redund <br /> Horz 2 51.2 Pass <br /> Bracing <br /> (T14) <br /> Redund <br /> Horz 3 20 0 Pass <br /> Bracing <br /> (T18) <br /> Redund <br /> Diag 1 26.2 Pass <br /> Bracing <br /> (T15) <br /> Redund <br /> Diag 2 35 8 Pass <br /> Bracing <br /> (T15) <br /> Redund <br /> Diag 3 52 9 Pass <br /> Bracing <br /> (T18) <br /> Redund Hip <br /> 1 Bracing 1.5 Pass <br /> (T18) <br /> Redund Hip <br /> 2 Bracing 2.2 Pass <br /> (T18) <br /> Redund Hip <br /> 3 Bracing 1.6 Pass <br /> (T18) <br /> Redund Hip <br /> Diagonal �9 Pass <br /> Bracing <br /> (T18) <br /> Redund <br /> Sub Horz 39.8 Pass <br /> Bracing <br /> (T18) <br /> Redund <br /> Sub <br /> Diagonal 59 3 Pass <br /> Bracing <br /> (T18) <br /> Inner <br /> Bracing 7.8 Pass <br /> (T15) <br /> Bolt Checks 61.8 Pass <br /> Rating= 72.0 Pass <br /> Table 6 -Tower Component Stresses vs. Capacity—LC7 <br /> 1 AnchorRods 64 3% Pass <br /> 1 Foundation 95.2% Pass <br /> Notes <br /> 1) See additional documentation in"Appendix C—AddRional Calculations"for calculations supporting the%capacity <br /> consumed. <br /> tnxTower Report-version 6.0 4 0 <br />