Mechanical Behavior of a Multisegmented Tower Anchorage Structure with an Exposed Steel Anchor Box

Table 1

Cable forces of cable tower segments under dead load condition (kN).

Segment number of the cable tower	GMX10	GMX11	GMX12	GMX13	GMX14
Cable force	2492/2339	2730/2718	2714/3026	2963/3244	1652/2392
Horizontal component cable force	1507/1442	1574/1604	1495/1708	1565/1755	839/1246
Vertical component cable force	1984/1842	2231/2194	2265/2499	2516/2727	1423/2042

Note. The number before the “/” is the cable force of a single stay cable at the midspan side, and the number after the “/” is the cable force of a single stay cable at the side span.