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February 08, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis CC/BU No 816298 <br /> Project Number 9800.816298,Phase 3,Application 477164, Revision 0 Page 10 <br /> Section Capacity <br /> Component Critical. SF*P_allow % <br /> No. Elevation(ft) Typ e (K)Size Element P(K) Pass'/Fall <br /> T7 r209.583-197 i Inner Bracing 2L3x2x3/16x5/16 237 0.166 �6.801 2.4 Pass <br /> T8 197-181.3 Inner Bracing L7x4x3/8 298 -0.011 23.594 0.6 Pass <br /> T9 181.3- Inner Bracing L3 1/2x2 1/2x1/4 333 -0.040 6.079 0.7 Pass <br /> 170.833 <br /> T10 .170.833- Inner Bracing L3x3x3/16 394 0.071 6.719 1.1 Pass <br /> 146.75 <br /> T11 146.75- Inner Bracing L5x3xl/4 454 0.093 7.990 1.2 Pass <br /> 121.667 <br /> T12 121.667- Inner Bracing 2L3 1/2x3 1/2x1/4x5/16 518 0.014 18.026 0.6 Pass <br /> -96.5843 <br /> T13 196.5843-71.51 Inner Bracing 2L2x2-1/2x3/16x5/16 576 -0.072 8.386 0.9 Pass <br /> T14 71.5-51.417 Inner Bracing 21-2 1/2x2 1/2x3/16x5/16 646 -0.058 7.196 0.8 Pass <br /> T15 51.417- Inner Bracing 2L2 1/2x3x1/4x1/4 721 -0.014 6.862 0.7 Pass <br /> 31.334 <br /> T16 31.334-0 Inner Bracing 2L2 1/2x2 1/2x3/16x5/16 828 -0.078 5.591 1.4 Pass <br /> Summary <br /> Leg(T16) 59.8 Pass <br /> Diagonal 64.6 Pass <br /> (T14) <br /> Horizontal 56.8 Pass <br /> (T15) <br /> Top Girt 40.6 Pass <br /> Redund <br /> Horz 1 <br /> Bracing 71.8 Pass <br /> (T14) <br /> Redund <br /> Horz 2 <br /> Bracing 81.2 Pass <br /> (T14) <br /> Redund <br /> Horz 3 18.3 Pass <br /> Bracing <br /> (T16) <br /> Redund <br /> Diag 1 97.7 Pass <br /> Bracing <br /> (T16) <br /> Redund <br /> Diag 2 75.1 Pass <br /> Bracing <br /> (T16) <br /> Redund <br /> Bra ing 65.8 Pass <br /> (T16) <br /> Redund Hip <br /> 1 Bracing 1.4 Pass <br /> (T16) <br /> Redund Hip <br /> 2 Bracing 2.0 Pass ,- <br /> (T16) <br /> Redund Hip <br /> 3 Bracing 1.5 Pass <br /> (T16) <br /> Redund Hip <br /> Diagonal 2 <br /> 3.9 Pass <br /> Bracing <br /> (T16) <br /> tnxTower Report-version 8.0.4.0 <br />