SOME NON-CONVENTIONAL CASES OF COLUMN DESIGN

SEVERAL NON-CONVENTIONAL CASES OF ELASTIC BUKCLING OF COLUMNS LIKELY TO BE ENCOUNTERED BY STRUCTURAL DESIGNERS ARE DISCUSSED: (1) SYMMETRICALLY STEPPED COLUMNS WITH END AXIAL LOADS, (3) PRISMATIC COLUMNS WITH DISTRIBUTED AXIAL LOADS, (4) PRISMATIC COLUMNS WITH INTERMEDIATE AXIAL LOADS, (5) PRISMATIC COLUMNS WITH END AND INTERMEDIATE AXIAL LOADS, AND (6) UNSYMMETRICALLY STEPPED COLUMNS WITH END AND INTERMEDIATE AXIAL LOADS. EXAMPLES AND ANALYTICAL SOLUTIONS ARE PRESENTED FOR EACH TYPE OF COLUMN.

• Supplemental Notes:
  • Vol 6, No1, PP 28-39, 7 FIG, 6 TAB, 2 REF
• Authors:
  • Dalal, S T
• Publication Date: 1969-1

Media Info

• Serial:
  • Engineering J, Am Inst Steel Constr

Subject/Index Terms

• TRT Terms: Axial loads; Buckling; Columns; Elasticity (Mechanics); Mathematical analysis; Prisms; Structural design
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209030
• Record Type: Publication
• Files: TRIS
• Created Date: Sep 22 1994 12:00AM