SHEAR STRESSES DUE TO BENDING OF A BEAM WITH VARIABLE CROSS SECTION

SMICUCI NAPONI USLJED SAVIJANJA U GREDI PROMJENLJIVOG POPRECNOG PRESJEKA

The article derives an expression for shear stress due to bending in a beam of rectangular cross section, the height of which changes with different slopes of the lower and upper edge of the beam. It presents diagrams of shear stress for several cross sections in the case of four different nonprismatic beams. It also presents expressions for shear stresses in two nonprismatic beams of hollow box section. Diagrams of shear stresses are quite different from those obtained in the case of prismatic beams. (TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/03502597
• Corporate Authors:

  Savez Gradjevindkih Inzenjera I Tehnicara Jugoslav

  Kneza Milosa 9
  Beograd, Serbia,   Yugoslavia 
• Authors:
  • Lubarda, V
• Publication Date: 1986

Language

• Undetermined

Media Info

• Features: References;
• Pagination: p. 5-11
• Serial:
  • NASE GRADJEVINARSTVO
  • Volume: 40
  • Publisher: SAVEZ INZENJERA I TEHNICARA JUGOSLAVIJE
  • ISSN: 0350-2597

Subject/Index Terms

• TRT Terms: Beams; Bending; Cross sections; Shear stress
• ITRD Terms: 3472: Beam; 9003: Cause; 6486: Chart; 6404: Cross section; 5586: Deflection; 2806: Gradient; 6473: Mathematical model; 9048: Modification; 5531: Shear; 9074: Side; 5575: Stress (in material)
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00470297
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Aug 31 1988 12:00AM