34 Pa. Code § 7.425 - Towers
(a) Towers shall be
located to conform to the profile of the terrain and designed to provide
clearance of the cabins and ropes from all obstructions and ski or hiking
trails. Under the most adverse loading conditions, a minimum space of 5 feet
shall exist between the lower edge of the cabin or ropes and the terrain or
other possible obstacles, including snow pack. Whenever the space is less than
15 feet, a protective fence shall be erected to divert all surface
transportation or persons from possible collision.
(b) On monocable tramways, the tower
arrangement shall be such that the hauling rope may not depart from a group of
tower rollers should the tension in the hauling rope become twice its most
unfavorable design value at that point. If a factor of less than two is used,
adequate retaining rollers, properly placed, shall be provided. Where the rope
load is normally upward, that is, where "hold-down" or "depression" rollers are
used for normal operating conditions, the rope shall not leave the group of
rollers under a condition in which twice the normal concentrated design load
passes the tower while the rope is under normal design tension.
(c) On bicable tramways, the tower
arrangement shall be such that the track cable under the most adverse operating
conditions has a positive break over angle at the saddle. If angles of less
than one degree are unavoidable, provision shall be made to keep the track
cable in the saddle. Such provisions shall not interfere with any track cable
in the saddle nor with any track cable brake operation.
(d) Towers shall be so located as to minimize
the surge of the line under operating conditions. Local wind conditions shall
be taken into consideration. Towers and ropes shall be so arranged as to
prevent the collision of passing cabins in the event of lateral swinging due to
winds.
(e) At passing places, the
distances between the two cabins swung ten degrees inward from the vertical
should be at least 2 feet, 6 inches. In no case shall this distance be less
than 0.5% of the span length.
(f)
Towers containing provision for change in height of rope and cable supports
shall not be used.
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