THE ANALYSIS AND DESIGN OF SHORT SPAN SKEW HIGHWAY BRIDGE SLABS

THE MOMENTS AT CRITICAL POINTS IN CERTAIN SIMPLY SUPPORTED CAST IN SITU SKEW SLABS SUBJECTED TO A UNIFORMLY UNIFORMLY DISTRIBUTED LOADING ARE EXAMINED. DIRECTIONAL DESIGN MOMENTS ARE CALCULATED FOR SKEW SYSTEMS OF REINFORCEMENT; LONGITUDINAL AND TRANSVERSE AREAS OF STEEL ARE CALCULATED. CONSIDERATION IS GIVEN SUBSIDENCE EFFECT IN THE FORM OF A TRANSVERSE ROTATIONAL SUBSIDENCE OF ONE ABUTMENT AND ALTERNATIVE DESIGN SOLUTIONS TO THE SOLID IN SITU SLAB ARE EXAMINED. THROUGHOUT, AN ALTERNATIVE AND SIMPLIFIED FORM OF TYPE HA LOADING IS USED WHICH LEADS TO A QUICKER DETERMINATION OF MOMENTS FOR THE PURPOSE OF SLAB COMPARISONS, AND IT IS ASSUMED THAT EDGE STIFFENING CLAUSES ARE NOT VIOLATED. /RRL(A)/

  • Supplemental Notes:
    • Vol 17, No 8, PP 33-40, 7 FIG, 11 TAB, 10 REF
  • Authors:
    • Harrop, I
    • Smithers, N J
  • Publication Date: 1970-8

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Filing Info

  • Accession Number: 00208716
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Jul 2 1971 12:00AM