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Ju/y 30,2012 <br /> 190 Ft Se/f-Supporting Tower Structura/Ana/ysis A2G0082A Pasco County(VS) <br /> Project Number 1 i0908, Revision 5 Page 6 <br /> �10� ElevaH�(ft) CO T� °t g� E��t P(�b� SF'P allow % Pass 1 Fail <br /> nb) CaPac(tY <br /> T10 20-0 Diagonal � L4x4x3/8 201 -18834.000 26454.000 i 71.2 � Pass � <br /> T1 190- 180 Top Girt L3 1/2x3 1/2x1/4 4 -1230.750 j 23998.900 ; ��1b Pass � <br /> � ) <br /> T2 ' 180-160 ; Top Girt L3 1/2x3 1/2x1/4 . 22 � -401.203 i 24420.801 1 ��b� Pass <br /> T3 160-140 ; Top Girt � L3 1/2x3 1/2x3/8 52 ' -52.416 i 36882_102 0.2 Pass 1 <br /> T4 140-120 Top Girt L3 1/2x3 1/2x3/8 ' 76 -1396.980 �22853.600 13 31(b) Pass ` <br /> T5 120-100 ' Top Girt L4x4x3/8 ' 100 ' -1911 130 �24657 199 ' �'$ Pass <br /> - -- - ; 17A(b) <br /> T6 100-80 � Top Girt � L4x4x3/8 ' 124 -2229 440 i 26238 000 i 8.5 Pass <br /> __r_._. <br /> T7 80-60 � Top Girt L5x5x5/16 142 ! -3220.840 �32345.000 j 1�'� Pass , <br /> - - i 13.4(b) : , <br /> T8 60-40 Top Girt L5x5x5/i 6 160 -3732.820 �20430 100 24 8'�b� Pass <br /> T9 40-20 Top Girt ; L5x5x5/16 178 � -4242.040 i 16916.600 ; 2$4'�b� Pass <br /> T10 20-0 ' Top Girt L5x5x5/16 ' 196 -3746.020 ; 13979.500 ' 26.8 Pass <br /> � Summary� ; <br /> ' Leg(T4) , 89.9 Pass ' <br /> i Diagonal g0.5 Pass <br /> (T3) � ' <br /> ' , Top Girt 2$4 Pass <br /> � (T9) <br /> �Bolt Checks 90.5 Pass <br /> r _ _ <br /> ' RATING- 90.5 Pass <br /> Table 5-Component Stresses vs. Capacity- Foundation <br /> Notes Component Elevation(ft) °�6 Capacity Pass/Fail <br /> - Anchor Rods - ' 27.7 � Pass <br /> - Foundation Download (Individual Leg) - ; 73 1 Pass <br /> - Foundation Uplift(Individual Leg) - � 51.5 Pass <br /> Structure Rating(max from all components)= 90.5% <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 should be performed. <br /> tnxTower Report-version 6.0.4 0 <br />