Direct strength method for the design of purlins

International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction

Volumn , Issue , 2002, Pages 561-572

  Quispe, Luis ^a   Hancock, Gregory ^b  

^a Addicoat Hogarth Wilson   (Australia)

^b UNIVERSITY OF SYDNEY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING STRESS; DIRECT STRENGTH METHOD (DSM); DISTORTIONAL BUCKLING; PURLIN CAPACITY;

BUCKLING; COMPUTER AIDED SOFTWARE ENGINEERING; COMPUTER SOFTWARE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

STEEL STRUCTURES;

EID: 3042543892     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. BHP Building Products (2000), Lysaght Zeds and Cees Purlin and Girt System Limit State Capacity Tables and Product Information.
2. Centre for Advanced Structural Engineering, (1997a), THIN-WALL - A Computer Program for Cross-Section Analysis of Thin-Walled Structures, User's Manual, Version 1.2, Department of Civil Engineering, The University of Sydney.
3. Centre for Advanced Structural Engineering (1997b), PRFELB- A Computer Program for Finite Element Flexural-Torsional Buckling Analysis of Plane Frames and Design of Beams to AS 4100, Design of purlins to AS/NZS 4600 and AS 1538, User's Manual Version 3.0. Department of Civil Engineering, The University of Sydney.
4. Cornell University Finite Strip Program CUFSM, (2001), Version 2.5, Cornell University.
5. Hancock, G.J., Kwon, Y.B., and Bernard, E.S. (1994), Strength Design Curves for Thin Walled Sections undergoing Distortional Buckling, J Constr. Steel Res. Vol 31, Nos. 2/3, 1994, pp. 169-186.
6. rd edition.
7. Hancock, G.J., Murray, T.M. and Ellifritt, D.S. (2001), Cold-formed Steel Structures to the AISI Specification, edited by Marcel Dekker, Inc. 375-391.
8. Quispe, L.A. (2001), Direct Strength Method for Purlin Design, Unpublished Report, Department of Civil Engineering, University of Sydney, November.
9. Schafer, B.W. and Peköz, T. (1998), Direct Strength Prediction of Cold-Formed Steel Members using Numerical Elastic Buckling Solutions, Thin-Walled Structures, Research and Development, edited by Shanmugan, N.B., Liew, J.Y.R., and Thevendran, V., Elsevier, pp.137-144 (also in Fourteenth International Specialty Conference on Cold-Formed Steel Structures, St Louis MO, Oct. 1998).
10. Standards Australia/Standards New Zealand (1996), Cold-Formed Steel Structures, (AS/NZS 4600:1996).
11. Timoshenko, SP, and Gere, J.M. (1959), Theory of Elastic Stability, McGraw-Hill Book Co. Inc. New York. N.Y.