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June 4, 2018 <br /> 288-ft Self-Supporting Tower Structural Modification Analysis Report CC/BU No 816298 <br /> TEP Project Number 26146.157540, Order 412641, Revision 1 Page 10 <br /> Section Elevation(ft) Component Size Critical P(lb) 'OP.,—(Ib) % Pass/Fail <br /> No. Type Element Capacity <br /> ( ( Horizontal l 82.9 Pass <br /> I I (T1 5) I <br /> Top Girt 45.3 Pass <br /> (T7) <br /> Redund M <br /> Pass <br /> Horz 1 <br /> Bracing <br /> (T12) <br /> Redund 80.2 Pass <br /> Horz 2 <br /> Bracing <br /> (T14) <br /> Redund 18.2 Pass <br /> Horz 3 <br /> Bracing <br /> (T16) <br /> Redund 97.1 Pass <br /> Diag 1 <br /> Bracing <br /> (T16) <br /> Redund 74.6 Pass <br /> Diag 2 <br /> Bracing <br /> (T16) <br /> Redund 65.5 Pass <br /> Diag 3 <br /> Bracing <br /> (T16) <br /> Redund Hip 1.6 Pass <br /> 1 Bracing <br /> (T16) <br /> Redund Hip 2.4 Pass <br /> 2 Bracing <br /> (T16) <br /> Redund Hip 2.1 Pass <br /> 3 Bracing <br /> (T16) <br /> Redund Hip 5.4 Pass <br /> Diagonal 2 <br /> Bracing <br /> (T16) <br /> Redund 56.2 Pass <br /> Sub Horz <br /> Bracing <br /> (T16) <br /> Redund 57.8 Pass <br /> Sub <br /> Diagonal <br /> Bracing <br /> (T16) <br /> Inner 2.8 Pass <br /> Bracing <br /> (T7) <br /> Bolt 70.8 Pass <br /> -F-1 Checks <br /> RATING= 97.1 Pass <br /> tnxTower Report-version 7.0.5.1 <br />