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127 Ft Monopole Tower Structural Analysis <br />Project Number 37518-0703.001.7805, Application 423837, Revision 1 <br />4) ANALYSIS RESULTS <br />Table 5 - Section Capacity (Summary) <br />February 19, 2018 <br />CC/ BU No 823967 <br />—599-6— <br />L1 <br />1 127 - 87.25 <br />Pole TP23.71xl6x0.1875 <br />1 -7.28 <br />1 890.41 € 93.9 Pass <br />L2 <br />�87.25 - 52w�Pole <br />TP30.04x22.6561 x0.25 <br />11.53 <br />-�� <br />W:M <br />1542.43 99 3 Pass <br />L3 <br />52 - 16.75 <br />Pole TP36.2x28.7302x0.3125 <br />3 -17.74 <br />2362.65 90.9 Pass <br />L4 <br />16.75 - 0) <br />Pole TP38.75x34.6295x0.375 <br />14 23.20 <br />� 3229.31 78 2 Pass <br />_��. �_. 1�ummary r- <br />Pole (1-2) 99.3 <br />Pass <br />Pass <br />F1 RATING = 99.3 �; Pass <br />Table 6 - Tower Component Stresses vs. Capacity - LC1 <br />Notes: <br />1) See additional documentation in "Appendix C - Additional Calculations" for calculations supporting the % capacity <br />consumed. <br />4.1) Recommendations <br />The monopole and its foundation have sufficient capacity to carry the proposed loading configuration. <br />No modifications are required at this time. <br />tnxTower Report - version 7.0.5.1 <br />