INVESTIGATION OF PORTAL CRANE FLOAT REQUIREMENTS, ARATU SHIP REPAIR CENTER, BRAZIL.

Abstract

There is no mathematical technique for determining the design of portal crane track transition curves. A problem exists because of the geometry of the rigid frame crane in its relationship to the track on such a curve. This problem is one of providing correct limits to lateral movement of wheels (float) to accommodate to changing gage requirements. These changes occur as the crane progresses over the transition curve from straight track to another straight track or to a circular curve. At the point of circular curvature, the track gage reaches its extreme reduction and then remains constant. Gage requirements are different for front and rear trucks as the crane passes any given point on a transition curve. Solution of this problem for portal cranes to be used on proposed trackage at the Aratu Ship Repair Center, Brazil, revealed that a minimum of 1.1-inch inward and 5-inch outward float capability will be required. (Author)

Document Details

Document Type
Technical Report
Publication Date
May 03, 1965
Accession Number
AD0461583

Entities

People

  • John J. Bayles

Organizations

  • Naval Facilities Engineering Service Center

Tags

DTIC Thesaurus Topics

  • Curvature
  • Differential Geometry
  • Geometric Forms
  • Geometry
  • Lines (Geometry)
  • Mathematics
  • Transitions

Readers

  • Logistics and Supply Chain Management.
  • Mechanical Engineering/Mechanics of Materials.
  • Structural Dynamics.