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CCP 06-17-2002
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CCP 06-17-2002
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5/8/2007 1:17:15 PM
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11/13/2006 4:04:34 PM
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<br />Structure loadinq: <br /> <br />. <br /> <br />Refer to the provided mapping for a detailed description of the existing antenna <br />loading included in this analysis. <br /> <br />Elev. Oty. Antennas and Mounts Coax Owner <br />(ft) <br />700.0 2 12 Ft Omni Mounted On (2) 4 FT Standoff (2) 1/2" <br />565.0 2 12 Ft Omni Mounted On (2) 6 FT Standoff (1) 1 5/8" <br />560.0 1 12 Ft Omni Mounted On 6 FT Standoff (1) 1 5/8" <br />540.0 2 12 Ft Omni Mounted On (2) 6 FT Standoff (1) 1 518" <br />515.0 1 20 ft Omni Mounted On 6 FT Standoff (1) 7/8" <br />385.0 1 20 ft Omni wi Mount (1) 7/8" <br />360.0 1 20 ft Omni wi Mount (1) 7/8" <br />315.0 1 10ft Omni Mounted On 8 FT Standoff (1) 1 518" <br />307.0 1 12 Ft Omni Mounted On 8 FT Standoff (1) 7/8" <br />305.0 1 8 Ft Omni Mounted On 6 FT Standoff (1) 1 1/4" <br />305.0 1 4 Ft Omni Mounted On 6 FT Standoff (1) 11/4" <br />300.0 1 8 Ft Omni wi Mount (1) 7/8" <br />295.0 2 12 Ft Omni Mounted On (2) 6 FT Standoff (2)7/8" <br />195.0 1 12 Ft Omni Mounted On 6 FT Standoff (1) 7/8" <br />180.0 1 12 Ft Omni Mounted On 6 FT Standoff (1) 7/8" <br />170.0 1 12 Ft Omni Mounted On 6 FT Standoff (1)1518" <br />125.0 1 6FT UHF (1) 1/2" <br />60.0 6 SC 9014 Mounted On (2) PCS Frames (6) 7/8" <br />30.0 1 4ft ChannelMaster Dish (2) 3/8" <br />24.0 1 4ft ChannelMaster Dish (2)3/8" <br />18.0 1 4ft ChannelMaster Dish (2)3/8" <br /> <br />. <br /> <br />Results of Analysis: <br /> <br />Refer to the attached Computer Summary sheets for detailed analysis results. <br /> <br />Structure: <br /> <br />The existing tower is not structurally capable of supporting the proposed antennas. <br />The legs are overstressed by as much as 65%. Also many other members are <br />severely overstressed throughout the tower. <br /> <br />. <br /> <br />. Page 3 <br />
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