TM 5-5420-278-100035 000035 00-17BRIDGE ANCHORAGE (Contd)EXAMPLEGiven the following reconnaissance data,design the cable for an overhead cablesystem for the IRB:River width: 600 ft (183 m)Current velocity: 7 feet/sec (2.1 meters/sec)Available cable: 1/2-, 1-, and 1 1/4-in.(12.7-, 25.4-, and 31.8-mm) IPS cablesSOLUTIONNumber/size cable: refer to table 5. A single 1-in. (2.5-cm) cable is sufficientfor this system:Number of clips: (3 x CD) + 1 = 3 (1) + 1 = 4 clips at each endSpacing of clips: (6 x CD) = 6 in. (15.2 cm) apartL = (1.1 x 600) + 100 = 760 ft (215.3 m)CL = 760 + 250 = 1010 ft (308 m)S = 760 x .02 = 15.2 ft (4.6 m)Figure 12. Initial Sag.DISTANCE BETWEEN TOWERS(L)SAG (S) = 15.2 FT (4.6 M)SINGLE 1-IN. (2.5-CM) CABLEFigure 11. Application of Cable Clips.U-BOLTRSSADDLENUTRUNNING ENDOF CABLESTANDING ENDOF CABLE
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