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March 8, 20i 1 <br /> 190 Ft S�If-Supporting Tower Structural Ana/ysis A2G0082A Pasco County (VS) <br /> Projecf Number 110908, Revision 0 Page 5 <br /> Section Critical SF•P_allow °k <br /> No. Elevation (ft) Component Type Size Element P �� b � (Ib) Capacity Pass / Fail <br /> --__ - - - _..__. ___, . _ _. _ .._. . �-- -- - <br /> T6 100 - 80 Leg Pipe 10 STD (SCH40) 123 �p33880.000 !498329.000 46.9 Pass <br /> T7 80 - 60 � Leg Pipe 10 STD (SCH40) i � 41 2g5569 000 �498329 000 57.3 Pass <br /> T8 60 - 40 ' Leg Pipe 12 STD (SCH40) ' � 59 �337550.000 �623679.000 54 1 Pass I <br /> T9 40 - 20 Leg Pipe 12 STD (SCH40) � 1�� 389071 000 623679.000 62.4 Pass <br /> i <br /> T10 20 - 0 Leg P12EH 195 440393.000'822322.000 53.6 Pass <br /> Ti 190 - 180 � Diagonal L1 3/4x1 3/4x3/16 8 -2565.140 � 6609.350 38.8 Pass <br /> T2 180 - 160 , Diagonal L2x2x3/16 ; 25 -5984 970 � 9594.310 62.4 Pass � <br /> T3 160-140 � Diagonal L21/2x21/2x3/16 55 -7973.200 ; 11468.300 , 8 29'� b � Pass <br /> T4 140 - 120 Diagonal L3x3x3/16 84 -8828.960 15865.200 55.6 Pass <br /> T5 120 - 100 Diagonal L3x3x3/16 ; 108 -9617.300 � 14123.400 68.1 Pass <br /> T6 100 - 80 Diagonal L3 1/2x3 1/2x1 /4 131 -12421 700 20565.100 , 60.4 Pass <br /> T7 80 - 60 Diagonal L3 1/2x3 1/2x1/4 149 -13188.500 17943.100 73.5 Pass <br /> T8 60 - 40 Diagonal L3 1/2x3 1/2x3/8 167 -14341.900 ; 23301 100 61.6 Pass <br /> T9 40 - 20 Diagonal L3 1/2x3 1/2x3/8 185 -15028.400 i 20601.000 72.9 Pass <br /> T10 20 - 0 Diagonal L4x4x3/8 203 -16252.200 i 26494.900 61.3 Pass <br /> Ti 190 - 180 Top Girt L3 1/2x3 1/2x1/4 4 -992.686 24069 100 6 2� Pass <br /> T2 180 - 160 Top Girt L3 1/2x3 1l2x1/4 23 -415.333 24491 400 1 �� Pass <br /> T3 160 - 140 Top Girt L3 1/2x3 1/2x3/8 52 25.330 70204.898 0.2 Pass <br /> T4 140 - 120 Top Girt L3 1/2x3 1/2x3/8 78 -1676.010 23012.500 15.6 (b) Pass <br /> T5 120 - 100 Top Girt L4x4x3/8 100 -1730.500 24801.600 15 3(b) Pass <br /> T6 100 - 80 Top Girt L4x4x3/8 124 '-1939 100 , 26303.301 7 4 Pass <br /> T7 80 - 60 Top Girt L5x5x5/16 143 -2843.020 32448.400 11 9(b) Pass <br /> T8 60 - 40 Top Girt L5x5x5/16 160 �-3289 700 20486.301 � 6 ' 1 Pass <br /> 19.2 (b) <br /> T9 40 - 20 Top Girt L5x5x5/16 178 -3730.390 16959 000 22.0 Pass <br /> T10 20 - 0 Top Girt L5x5x5/16 196 -3294.600 14011.300 23.5 Pass <br /> Summary <br /> Leg (T4) 80.9 Pass <br /> Diagonal 82 � pass <br /> (T3) <br /> Top Girt z3.5 Pass <br /> (T10) <br /> Bolt Checks 82.1 Pass <br /> � Rating = 82.1 Pass <br /> Table 5- Component Stresses vs. Capacity - Foundation <br /> Notes Component Elevation (ft) % Capacity Pass / Fail <br /> . _ - - - - <br /> - � Foundation Download (Individual Leg) - � 61.8 Pass <br /> - Foundation Uplift (Individual Leg) - 53 3 Pass <br /> RISATower Report - version 5 4.2.0 <br />