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Tower Section Loads <br /> Section Length Top Height Mid Height,h, Section wh,k C. F F,,, <br /> Number Weight,w, <br /> ® 10.00 130.00 IMEEMIIIIIIIIMBIIIIIITEMIIMIMEMNIMMEINIIIIEBEINI <br /> ® 10.00 120.00 k I IMIZEMEHMI 0.0611 MEIBEIN® <br /> ® 10.00 110.00 105.00 1.1876 13093.38 0.0509 MEIMMIIIMMEMI <br /> ® 10.00 100.00 95.00 MTIMMITIKEMMI 0.0417 0.2970 MEM <br /> 111111311111 10.00 90.00 IKEEMIEDIMMIZEN0.0334 0.2378 MIMI <br /> ® 10.00 80.00 :12 1MMENIKESSEMMEMEREEM 0.2856 <br /> ® 10.00 70.00 65.00 INEMESMIEMMICIMBINECIEMINICHIMIN <br /> ® 10.00 60.00 =11111MMTIMIK 4320.11 0.0168 MELOMMEZIE <br /> 10.00 50.00 45.00 1.4281 2891.98 =MIMI 0.0801 MEM <br /> ® 10.00 40.00 MEMZEMMEMMIZEIMEMINCEEM 0.4436 <br /> MEM 10.00 30.00 MIIIMMIEELTE111111313011 0.0054 0.0384 0.4436 <br /> ® 10.00 20.00 =KITMMTIMM 499.10 0.0019 0.0138 0.4436 <br /> 10.00 10.00 MEI=11113=111111EMENI 0.0002 0.0015 0.4436 <br /> Sum MIKTM 92591.95 <br /> CCISeismic 3.3.9 Page 3 Analysis Date: 3/8/2022 <br />