Cold formed sections
DOI:
https://doi.org/10.5459/bnzsee.18.4.397-399Abstract
This paper is the result of deliberations of the Society's Study Group for the seismic design of steel structures.
References
Reay, A.M., "Report on the Testing of the Frame System for an 18 Metre Span Pool Cover", Consulting Engineer, Christchurch, Dec. 1981.
Baigent, A.H. and Hancock, G.J., "The Strength of Portal Frames Composed of Cold-Formed Channels", Research Report No. R407 , University of Sydney, March 1982.
Reck, H.P . , Pekoz, T . and Winter, G., "Inelastic Strength of Cold-Formed Steel Beams", Journal of the Structural Division, ASCE, Vol. 101, No. ST11, November 1975. DOI: https://doi.org/10.1061/JSDEAG.0004198
"Specification for the Design of Cold- Formed Steel Structural Members", American Iron and Steel Institute, New York, September 1980.
NZS 4203 , 1984: "Code of Practice for General Structural Design and Design Loadings for Buildings", Standards Association of New Zealand, Wellington.
AS 1538, 1974: "Rules for the Use of Cold-Formed Steel in Structures".
Clifton, G.C., "The Estimation of Structural Type Factors for Use in NZS 4203 :1984", New Zealand Heavy Engineering Research Association, March 1985.
AS 1250, 1981: SAA Steel Structures Code, Standards Association of Australia.
Walpole, W.R. and Butcher, G.W. "Beam Design", Section C - NZNSEE Study Group for the Seismic Design of Steel Structures, Bull. NZNSEE, Vol. 18, No. 4, December 1985, pp.337-343. DOI: https://doi.org/10.5459/bnzsee.18.4.337-343
Walpole, W.R., "Section H Beam Column Joints", NZNSEE Study Group on the Seismic Design of Steel Structures, Bull. NZNSEE, Vol. 18, No. 4, December 1985.
