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� � August 10, 201 i <br /> i90 Ft Seli-Supporting Tower Strucfura/ Ana/ysis A2G0082A Pasco County (VS) <br /> Project Number 110908, Revision 3 Page 6 <br /> Section Component Critical SF'P_aFlow % <br /> Elevation (ft) Size P(ib) Pass / Fail <br /> No. Type Element (Ib) Capacity <br /> T4 140 - 120 Top Girt L3 1/2x3 1/2x3/8 77 -1373.940 23013.801 13 2�b� Pass <br /> T5 120 - 100 Top Girt L4x4x3/8 101 -1941.600 24802.801 � � 3� Pass <br /> T6 100 - 80 Top Girt L4x4x3/8 124 `-2215.130 26303.301 8.4 Pass <br /> T7 80 - 60 Top Girt L5x5x5/i 6 143 -3289.160 32448.400 � 3�' � Pass <br /> T8 60 - 40 Top Girt L5x5x5/16 161 -3811.050 20486.301 22 2 �b� Pass <br /> T9 40 - 20 Top Girt L5x5x5/i 6 179 -4330.680 16959.000 25.5 Pass <br /> T10 20 - 0 Top Girt L5x5x5/16 197 -3823.310 14011.300 27 3 Pass <br /> Summary <br /> Leg (T4) 90.8 Pass <br /> Diagonal 89.1 Pass <br /> (T7) <br /> Top Girt 2� 3 Pass <br /> ' (T10) <br /> Bolt Checks 89.1 Pass <br /> _. �_. __ _.... __..__...__.�.. _. <br /> RATING = 90.8 Pass <br /> Table 5- Component Stresses vs. Capacity — Foundation <br /> Notes Component Elevation (ft) % Capacity Pass / Fail <br /> - Foundation Download (Individuai Leg) - 71.1 Pass <br /> - Foundation Uplift (Individual Leg) - 62.1 Pass <br /> Structure Rating (max from all components) = 90.8% <br /> Table 6- Dish Twist/Sway Results for 60 mph Service Wind Speed <br /> Beam Deflection <br /> Elevation Dish Model <br /> (ft) Deftection Tilt (deg) Twist (deg) <br /> (in) <br /> 100 4'0 HP MW Dish 1.029 0.089 0.001 <br /> 4.1) Recommendations <br /> 1) If the load differs from that described in Table 1 of this report, "Appendix B— Coax <br /> Configuration" or the provisions of this analysis are found to be invalid, another structural <br /> analysis shouid be performed. <br /> RISATower Report - version 5.4.2.0 <br />