According to the lay out of the back anchor, the vertical steel tower can be fit into two kinds: with the back anchor and without back anchor. The difference is that the vertical steel tower without back anchor mainly subjected to the pull from the main cable way. The force analysis of the steel tower is the main angle iron whice is nearly the bankside to bear the pressure The removed bank side subjected to the pull, so the concrete fundament is relatively lager, the main angle bar and the connecting angel are also relatively rougher, and the top slab and the support clock are relatively thicker.
The other type mainly subjected to the pressure come from the main wire cable. As a consequent, the concrete fundament is relatively smaller, the main angle bar and the connecting angel are also relatively thinner, and the top slab and the plate are relatively slimmer.
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