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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 9 <br /> Section Elevation(ft) Component Size Critical P(lb) 0P.11-(lb) % Pass/Fail <br /> No. Type Element Capacity <br /> - - . in-p - 2 -- - - - <br /> T13 96.5843-71.5 Redund 9i 2I 2L21/ x3x1/4x1/4 ( 571 + -114 I 9293 I 1.2 I Pass <br /> Bracing <br /> T14 71.5-51.417 Redund Hip 2 2L 3 x 3 1/2 x 1/4 x 1/4 I 640 f -65 13665 0.5 Pass <br /> Bracing <br /> T15 51.417-31.334 ReBuadl Hip 2 2L 3 x 3 1/2 x 1/4 x 1/4 713 66 P <br /> 1989 0.6 Pass <br /> ng <br /> T16 31.334-0 Redund Hip 2 2L2 1/2 x 2 1/2 x 3/16 x 791 -389 16234 2.4 Pass <br /> Bracing 5/16 <br /> T16 31.334-0 Redund Hip 3 21-2 1/2x3xl/4xl/4 816 -204 9814 2.1 Pass <br /> Bracing <br /> T10 170.833-146.75 Redund Hip L3 1/2x3 1/2xl/4 389 -151 4487 3.4 Pass <br /> Diagonal 2 <br /> Bracing <br /> T11 146.75-121.667 Redund Hip L3 1/2x3 1/2xl/4 450 -161 3686 4.4 Pass <br /> Diagonal 2 <br /> Bracing <br /> T12 121.667-96.5843 Redund Hip 21-2 1/2x2x3/16xl/4 511 -126 3874 3.2 Pass <br /> Diagonal 2 <br /> Bracing <br /> T13 96.5843-71.5 Redund Hip 21-2 1/2x2x3/16xl/4 572 -127 3296 3.8 Pass <br /> Diagonal 2 <br /> Bracing <br /> T14 71.5-51.417 Redund Hip 21-2 1/2x2x3/16xl/4 641 -76 2972 2.6 Pass <br /> Diagonal 2 <br /> Bracing <br /> T15 51.417-31.334 Redund Hip 21-2 1/2x2x3/16xl/4 714 -70 2637 2.7 Pass <br /> Diagonal 2 <br /> Bracing <br /> T16 31.334-0 Redund Hip 21-2 1/2x2x3/16x1/4 817 -362 6732 5.4 Pass <br /> Diagonal 2 <br /> Bracing <br /> T16 31.334-0 Redund Sub 2L5x5x3/8 813 -61937 110127 56.2 Pass <br /> Horz Bracing <br /> T16 31.334-0 Redund Sub 2L5x3 1/2x5/16x3/8 794 -64095 110962 57.8 Pass <br /> Diagonal <br /> Bracing I ' <br /> T1 287.667-280.084 Inner Bracing L3x3x3/16 13 -9 6074 I 0.2 Pass <br /> T2 280.084-272.5 Inner Bracing L3x3x3/16 42 -2 5078 0.2 Pass <br /> T3 272.5-247.333 Inner Bracing L3x3x3/16 55 -47 4308 1.1 Pass <br /> T4 247.333-232.583 Inner Bracing L4x4xl/4 125 -84 8568 1.0 Pass <br /> T5 232.583-222.166 Inner Bracing L4x4x1/4 187 -4 6811 0.4 Pass <br /> T6 222.166-209.583 Inner Bracing L4x4x1/4 224 -5 5876 0.4 Pass <br /> I T7 209.583-197 Inner Bracing 2L3x2x3/16x5/16 237 -147 5168 2.8 Pass <br /> T8 197-181.3 Inner Bracing L7x4x3/8 298 -11 17736 0.6 Pass <br /> T9 181.3-170.833 Inner Bracing L3 1/2x2 1/2x1/4 333 -39 4570 0.9 Pass <br /> T10 170.833-146.75 Inner Bracing L3x3x3/16 394 -69 J 5051 1.4 Pass <br /> T11 146.75-121.667 Inner Bracing L5x3x1/4 454 -88 6006 1.5 Pass <br /> T12 121.667-96.5843 Inner Bracing 2L3 1/2x3 1/2x1/4x5/16 518 -14 13660 0.6 Pass <br /> T13 96.5843-71.5 Inner Bracing 21-2x2-1/20/16x5/16 576 I -70 6326 1.1 Pass <br /> T14 71.5-51.417 Inner Bracing 21-2 1/2x2 1/2x3/16x5/16 646 I -59 5439 1.1 Pass <br /> T15 51.417-31.334 Inner Bracing 212 1/2x3xl/4x1/4 721 -14 5166 0.8 Pass <br /> T16 31.334-0 Inner Bracing 21-2 1/2x2 1/2x3/16x5/16 828 -78 4220 1.8 Pass <br /> Summary <br /> i Leg(T16) 72.4 Pass <br /> i Diagonal 88.9 Pass <br /> (T14) <br /> tnxTower Report-version 7.0.5.1 <br />