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� I � 1 i y I I ' li I ' � MAXZMUM INDIVIDUAL FOUNDATION IAADS: (kip) ' • » -��..�a""' ��'�s»�s»>nass�vaa�a i_ �i s -------------iLOAD---COMPONENTS------------- TOTAL 1 NORTH iEAST DOWN UPLIFT SHEF�R i , ' 41.39 D -28.53 B 416.39 D -365.11 A 41.39 D I ' � MAXIMUM TOTAL LOADS ON FOUNDATZON : (kip fi kip-ft) 1 =__'___�'_'_='===I=='==__'_'_'��:�_'_��_��'��_� � I ------HORIZONTAL----- DOWN ---------OVERTURNING--------- TORSZON ' NORTH EAST I ,TOTAL NORTH EAST TOTAL � i '� .0 O .0 72.0 -62.9 Ii 72.0 43.4 7424.2 -6450.3 7424.2 -31.2 ' � D B I I D H D H D A � i ' ��=��a�e»�i_� »��.�m�oe�v�v��:��s�e�aasevano�av�vo��v»�o»Q��.aanv�a I ' ORIGINAL DATA FILE : H:\STRU\LCC\72-12\7212.USM i • _ �====�o��a_�o �I�»�a�an»o9aa�vs��em»�v�=o».��e_�vsv��.��se»>e�s�a ' I , [1690472.12] 190'FT SS TOWER - ZEPHYRHILLS, FL MAST GEOMETRY I ' X 3 160.0 190.OI8.0 8.0 5.0 X 3 100.0 160.0� 13.0 8.0 6.67 � , X 3 .0 100.0 21!.33 13.0 10.0 1 li MEhIDER PROPERTIES LE 180.0 190.0 �11.704 .0 29000. .0 I ; LE 160.0 180.0 2�.68 .0 29000. .0 LE 140.0 160.0 I4;.30 .0 29000. .0 _ ' Ln 120.0 140.0 8�.399 .0 29000. .0 LE 60.0 120.0 L1�.908 .0 29000. .0 LE 20.0 60.0 14I.579 .0 29000. .0 ,' LE .0 20.0 19.2I42 .0 29000. .0 DI 180.0 190.0 .�621 .0 29000. .0 DI 160.0 180.0 .;715 .0 29000. .0 ' DI 140.0 160.0 .�902 .0 29000. .0 DI 100 0 140.0 1'I.09 .0 29000. .0 DI 60 0 100.0 1.687 .0 29000. .0 ' DI 20.0 60.0 2ii84 .0 29000. .0 DI .0 20.0 2.859 .0 29000. .0 AO 185.0 190.0 I.687 .0 29000. .0 HO 175.0 180.0 I.687 .0 29000. .0 ' � HO 153.33 160.0 2.484 .0 29000. .0 HO 140.0 146.6i 2.484 .0 29000. .0 HO 120.0 126.6i 2.859 .0 29000. .0 ' HO 90.0 100.0 2I,859 .0 29000. .0 HO 70.0 80.0 3J027 .0 29000. .0 � HO 50.0 60.0 3I027 .0 29000. .0 ' HO 30.0 40.0 3I027 .0 29000. .0 HO 10.0 20.0 3I027 .0 29000. .0