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April2l, 2011 190 Ft Self-Supporting Tower Structural Analysis A2G0082A Pasco County (VSJ Project Number 110908, Revision i Page 5 S No� Elevation (it) Component Type Size E 1eme�t p��b� SF*P_allow °� pass / Fail (Ib) Capacity - I T6 100 - 80 Leg Pipe 10 STD (SCH40) 121 498329 000 50.4 I Pass ( 251208.000 - - --- -- -- - 1 � - - (� � - --- -------- r �------�- T7 I 80 - 60 I Leg i Pipe 10 STD (SCH40) ( 139 �08202.000 �498329.000 I 61.8 I Pass r f - I T8 I 60 - 40 Leg I Pipe 12 STD (SCH40) I r- 000 623679.000 � 58.5 Pass , 365141. i - - - - - - --- - -- - - -------- - -� -- - - � -- -- - � I T9 I 40 - 20 Leg Pipe 12 STD (SCH40) I 175 I I623679.000 � 67.5 Pass � 421286 000 - -- - r T10 � 20 - 0 Leg P12EH 193 822322.000 58.0 Pass - � 476952.000 � ( � f - ' - - - - - --- - ---- - - ---- -- - - ' T1 � 190 - 180 I Diagonal � L1 3/4x1 3/4x3/16 ( 8 f-2566.550 r 6609.350 � 38.8 � Pass I - - - --- - - - - - - j T2 � 180 - 160 � Diagonal � L2x2x3/16 I 25 �-5986.720 I 9594.310 I 62A I Pass � � - � - - -- -r - - ---------- r ( - r -- i T3 � 160 - 140 I Diagonal i L2 1/2x2 1/2x3/16 I 55 I-7992.470 I 11468.300 f 82 3�b� Pass - -- ---- - - - - - I T4 � 140 - 120 ( Diagonal ( L3x3x3/16 I 82 (-10168_100 �15865 200 � 64.1 � Pass I � 1 T5 � 120 - 100 ( Diagonal I L3x3x3/16 ( 106 (-11085.300 r14123 400 � 78.5 � Pass I ' - -- - - --- T6 � 100 - 80 � Diagonal � L3 1/2x3 1/2x1/4 ( 131 �-14156.700 � 20565 100 � 68.8 � Pass I ' T7 � 80 - 60 ( Diagonal ( L3 1/2x3 1/2x1/4 ( 149 � 14993.500 � 17943.100 f 83.6 ( Pass I � T8 ( 60 - 40 ( Diagonal � L3 1l2x3 1/2x3/8 � 167 � 16238 700 r23301 100 � 69.7 j Pass � r T9 40 - 20 Diagonal � L3 1/2x3 1/2x3/8 185 16969.699 20601.000 r 82.4 f Pass I - - I -- I - � ( ( ! � - - - -�--- - ( � T10 � 20 - 0 ( Diagonal ( L4x4x3/8 ( 201 �-18282.100 ( 26494.900 � 69.0 I Pass � ! T1 f 190 - 180 I Top Girt j L3 1l2x3 1/2x1/4 I 4 I-993.417 24069 100 � 6 2�b� i Pass f ; f ( I T2 i 180 - 160 ( Top Girt i L3 1/2x3 1/2x1/4 i 23 I-415 419 I 24491 400 1 �� I Pass i �� T3 � 160 - 140 ( Top Girt I L3 1/2x3 1/2x3/8 ( 52 I 26.687 ( 70204.898 � 0.2 � Pass I r - -- - --- ---- ----- �------ ----- -- - - -- � - -- - i I T4 I 140 - 120 Top Girt i L3 1/2x3 1/2x3/8 78 �-1240.520 � 23012.500 � 12 ��b� � Pass r - - - - ---- - - -- - --- -- - --- � f � �----- -- r 7.2 r ' T5 I 120 - 100 ! Top Girt i L4x4x3/8 I 102 �-1787.870 I 24801.600 16.0 (b) I Pass I � � - - - , T6 � 100 - 80 � Top Girt � L4x4x3/8 ( 126 _� -2050 940 ( 26303.301 � 7.8 � Pass , ! T7 I 80 - 60 I Top Girt � L5x5x5/16 I 143 I-3056.510 � 32448.400 � 12.8 (b) I Pass •- - - - ---- - P - - - -- __ _ . ___' ___ _ .__. T8 60 40 To Girt L5x5x5/16 161 3551630 20486.301 Pass I � 17.3 � � 20.8 (b) ( >-- -- i - - ---- - - - - ` --- f ---- -- - --� T9 I 40 - 20 ( Top Girt � L5x5x5/i 6 I 179 �4045.120 I 16959.000 � 23 9�b) � Pass � - --- -- - - - ' T10 ( 20 - 0 I Top Girt � L5x5x5/16 � 197 (-3576.990 � 14011.300 � 25.5 � Pass l � r � f � -- - � (Summary� - � I � i � j I _( � � �T4� - I 84.5 -� Pass - I ( ( Diagonal � f � � I I � I 83.6 I Pass i � I � - - --- - - - - -- - - - - - - I � ( � � T (T10)� � 25.5 � Pass , � , � - -- - -- - ; - --- - _ - - - - - -- � � -- - �' -- �---- - �Bolt Checks � 82.3 ( � Pass --- I - - --- - --� - -- - - -- - � -- -_ ---- � f Rating = �84.5 � Pass l � ; � Table 5- Component Stresses vs. Capacity - Foundation Notes Component Elevation (ft) % Capacity Pass / Fail - Foundation Download (Individual Leg) - 66.9 Pass -- - --- --- ---- ----- - - - - - - --- � Foundation U lift Individual Le 58 1 Pass - - � ---g�- �_-- - - _- - - ( - - - �- - - - - RISATower Report - version 5.4.2.0