INCLINED CABLES UNDER LOAD -- DESIGN EXPRESSIONS

The findings of an earlier paper are extended to include the behavior of cables with support points at different levels. It is shown that generalized expressions can be used for the direct design of such inclined cables under uniform loading where stress or slope limitations are specified. The inclined cable expressions may, alternatively, be used as a means of analyzing cables for relatively simple load cases. The cable is considered as a number of inclined segments that join the loading points. The method is demonstrated by three examples. The results from the examples are compared with other solutions for the same problems. All of the expressions derived in the paper are based on the parabolic approximation to the true elastic catenary shape which the cable adopts. It is shown that the accuracy which can be achieved lies well within the normal bounds of engineering accuracy.

• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Wilson, A J
  • WHEEN, R J
• Publication Date: 1977-5

Media Info

• Features: References;
• Pagination: p. 1061-78
• Serial:
  • Journal of the Structural Division
  • Volume: 103
  • Issue Number: 5
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Bridge cables; Bridge design; Bridges; Design; Loads; Mathematical models; Slopes; Stresses; Structural analysis; Structural design; Suspended structures; Suspension bridges; Wire rope
• Uncontrolled Terms: Loading
• Old TRIS Terms: Inclined cables
• Subject Areas: Bridges and other structures; Design; Highways;

Filing Info

• Accession Number: 00158320
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: Oct 13 1977 12:00AM