1. Behaviour of purlins with screw fastened sheeting under wind uplift and downward loading;Hancock;Australian Civil Engineering Transaction,1993
2. Calibration of AISI R-factor design approach for purlins using Australian test data;Johnston;Engineering Structures,1994
3. Estimating uplift capacity of light steel roof system;LaBoube;Journal of Structural Engineering, ASCE,1992
4. Rousch CJ. The behaviour and design of purlin–sheeting systems. PhD thesis. School of Civil and Mining Engineering, The University of Sydney, July 1996.
5. American Iron and Steel Institute. Load and resistance factor design specification for cold-formed steel structural members. Washington, USA, 1991.