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July 26,2013 i90-ft Self Support Tower Structural Modification Ana/ysis CCI BU No 826548 TEP Project Number 48167 7359,Application 185469, Revision 4 Page 6 Section Elevation(ftj CQ�R°nent SI� Critical R�K� gP,��K� %6 Pass/Fai[ No. Type Etement Capacity T7 106.667-100 Leg P8x.322 ' 119 -273.774 330 771 82.8 j Pass T8 100-80 Leg P10x.365 128 -339.531 ! 458.786 74 0 � Pass __._.:. _. __..._._..._.___ --- .,. _.. .._.__._____._.___._.. _.._.. .__w___.__..___._._._.__________._..__.___. ._- ......._.�_. .._..._..._.._..__. T9 80-70 Leg P10x.365 � 146 j -375.244 ' 458.786 81.8 Pass T10 70-60 � Leg P10x.365 ; 158 � -410.545 458.786 89.5 Pass ._ .__.__._.-.._._...�__.____ .__i_.. .-__�__. ..__..__...T_�_._ __:...___.._...�. --- �.�.----;--_.__..__.. � T11 60-40 Leg P12x.375 1 167 -482.179 � 573.746 84.0 Pass T12 40-30 Leg P12x.375 185 -517.591 � 573.746 90.2 Pass ---. _. _...__. _.__.. ___ _.. _.__ ._.___._.____. ____, __�__..._____.._.. .__�__.._._..___�...._...__._ __..___�. _.. _._.. T13 j 30-20 Leg P12x.375 1 197 -552.570 573.746 � 96.3 i Pass� ____.._...:_ .___�_ _.�_. �.._ ° �-- T14 20-0 Leg P12x.5 206 ' -623.100 ; 756.510 82.4 1 _ Pass _.. __.. �___---____.. .._..�.._---___..___._.__ .v_._...�_.______- w -._� � T1 € 190-180 Diagonal Li 3/4x1 3/4x3/16 �^ 8 -4 163 6.584 63.2 � Pass T2 180-160 Diagonal L2x2x3/16 26 -8.700 9.563 91.0 Pass __.. .-- -_ _. ,_ ___. ._..._. ..... _. ___.. _ _.. _.__.__...---..___.._.__...._._.._...._..._.___ ..-----.:.. .._.. T3 160-140 Diagonal 2L2 1/2x2 1/2x3/16x3/8 57 -12.151 36.726 33'1 ; Pass 65.4(b) T4 140-120 Diagonai ��L3x3x3/16 �; 81 -13.335 16.272 � 81'9 � Pass 85.4(b) ; T5 120-113.333 � Diagonal � L3x3x3/16 � 105 -13.614 15.534 � 87 6 �Pass - -- -`�____� T6 113.333- �� Diagonal L3x3x3/16 114 -13.530 14.802 91 4 Pass 106.667 _ _ � ____ ____ ___. ____ _._. _________. T7� 106.667-100 Diagonal �2L3x3x3/16x1/2 126 -15.230 43.311 35'Z Pass 48.4(b) _._. __ _._. __.. ____.. _..._. ..---..._.._._____.__..__ .___.__ ._._. �.____.._. v....----_____._�.�__.. ._....__. _.. ..__._.. ..__< TS 100-80 Diagonal L3 1/2x3 1/2x1/4 138 -18.016 20.514 � 87.8 Pass T9 80-70� Diagonal L31/2x31/2x1/4 156 -17453 19085 914 Pass T10 70-60 Diagonal 2L3-1/2x3-1/2x1/4x1/2 165 � -19.856 62.184 31'9 � Pass � E 42.0(b) ? ..__ .�_._ __. _. _ ..____W_�..---_....._ - -- --- -- T11 60-40 Diagonal L3 1l2x3 1/2x3/S � 177 -20.792 : 23.250 89.4 ', Pass � ___..�____._._.. _...__""_ �__.�. ...�5 .. �._.. .__._. __._._. ...,____.. ._.."' ' -"_.. _...,__.__._.._..._.._'_"_._..__........___.. _,_...___. ....._ T12 40-30 Diagonal L3 1/2x3 1/2x3/8 i 195 -19.809 � 21.849 90.7 Pass T13 30-20 Diagonal 2L3 1/2x3 1/2x3/8x1/2 204 -23.001 79.339 29'0 Pass , 33.6(b) i T14�� 20-0 ^�_ T Diagonal� V.� �TT L4x4x3/8 �� --- ; 216---�23.379�T 26.444 rv W 88.4 v Passv�< �-T1 V--190-180� � Top GirtvW_�V� L3 1/2x3 1/2x1/4WWW-Ty 6 -1.620 22.314 20 43(b) ' Pass T2 180-160 W Top Girt L3 1/2x3 1/2x1/4 23 0 023 50.039 0.4(b) Pass T3� 160-140 � Top Girt �� L3 1/2x3 1/2x3/8 53 �-0.272� � 33.376 2 2'�b� Pass T4 140-120 Top Girt L3 1/2x3 1/2x3/8 78 -2.518 22.855 23 3�b� Pass T5 120-113.333 Top Girt L4x4x3/8 102 -2.090 25.883 18 91�b� Pass T8 100-80 Top Girt L4x4x3/8 132 -4 147 19.314 21'5 Pass 4 25.1 (b) �T9 �80-70 ��Top Girt �� L5x5x5/16 �150 -4.310 25.652 16'8 � Pass 36.6(b) T11��60-40 Top Girt ^ L5x5x5l16 171 -5.898 20.418 28�9 Pass 39.7(b)- --- , _. _.. _. _._. ._. _.._. _. s T12 40-30 Top Girt L5x5x5/16 189 -5.567 16.908 32'9 Pass .____.___.._ __. _ . _..__ __ _... ______�.__._W__. _ 37.5(b) T14 20-0 Top Girt L5x5x5/16 210 -5.870 13.974 42.0 Pass �� Summary �� E , Leg(T13) �96.3 Pass . Diagonal 914 Pass ----- (T9) _.____ __�___ _ _. ___._._____ _�_.._____ - - Top Girt 42.0 Pass (T14) , Bolt Checks 88.6 Pass Rating- 96.3 Pass � tnxTower Report-version 6.0 4 0