THREE SPAN CONTINUOUS FRAME BRIDGE ANALYSIS

File name is FRABRI3. Computer Program. Analysis of frame type (3 continuous spans of uniform cross section with 2 intermediate columns) bridge for D.L. and LL (E-72 Cooper loading) plus Impact effects. Input: Span and column lengths, weight of deck per 1in. ft. and weight of columns, inertia moments, elastity factors, % of impact and edge distances for each span and column. Output: 1. Schematic sketch of a bridge. 2. Amount and locations of DL maximum moments in spans. 3. Amounts of DL, LL and Total moment and location of Maximum moment in each span. 4. Amounts of DL, LL and Total Maximum moments at support face for each span and column. 5. Maximum shear forces for each decimal point of each span (DL, LL and Total). 6. Maximum and minimum vertical reaction (DL, LL and Total) for each support. 7. Maximum horizontal reaction (DL, LL and Total) for each column (outward and inward).

  • Corporate Authors:

    Southern Pacific Transportation Company

    1 Market Street
    San Francisco, CA  United States  94105
  • Authors:
    • Granitow, W W
  • Publication Date: 1973-5

Subject/Index Terms

Filing Info

  • Accession Number: 00098723
  • Record Type: Publication
  • Source Agency: American Railway Engineering Association
  • Files: TRIS
  • Created Date: Aug 27 1975 12:00AM