Results 121 to 130 of about 181 (145)
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Direct Strength Design of Cold-Formed Purlins
Journal of Structural Engineering, 2009The Limit States Australian/New Zealand Standard AS/NZS 4600:2005 and the North American Specification (NAS) for the Design of Cold-Formed Steel Structural Members 2001 (2004 Supplement) include the newly developed direct strength method of design (DSM).
Cao Hung Pham, Gregory J. Hancock
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Journal of Structural Engineering, 1991
Roof systems constructed using cold-formed steel components, i.e., Z-shaped purlins and interconnected roof panels, have become a very popular form of construction. This roof system is used extensively for single-story commercial and industrial buildings in the United States.
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Roof systems constructed using cold-formed steel components, i.e., Z-shaped purlins and interconnected roof panels, have become a very popular form of construction. This roof system is used extensively for single-story commercial and industrial buildings in the United States.
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Sleeve connections of cold-formed steel sigma purlins
Engineering Structures, 2012Abstract Cold-formed steel sigma purlins normally possess advantageous structural features such as an enhanced web buckling resistance and a location of shear centre closer to the web. In modern roof construction, typical connections for sigma purlins include butt, continuous and sleeve systems.
Jian Yang, Qiang Liu
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Numerical study of purlin joints with sleeve connections
Thin-Walled Structures, 2015Abstract The joint behaviour influences the stresses and deformations developed by the structure. Based on a predesign for the structural efficiency, a numerical study of cold formed purlins joints with sleeve connections has been performed, allowing for the actual joints structural behavior. The moment rotation curves of the joint configurations are
Ruth Gutierrez +3 more
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Optimization of Long-Span Cold-Formed Truss Purlins
Journal of the Structural Division, 1974The value of mathematical optimization tools for the cold-formed steel industry is investigated by using a particular technique to redesign a building systems product already being successfully marketed. The optimization technique employed is a variation of the cutting-plane method wherein a sequence of linear programming problems is solved to obtain ...
Richard T. Douty, James O. Crooker
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The strength and performance of cold formed steel purlins
Construction and Building Materials, 1988Abstract An experimental and computer based investigation was carried out on a range of locally manufactured cold formed steel purlin sections to assess their behaviour at both serviceability and ultimate load levels. The test programme and test facility are described and a selection of typical results presented and discussed.
SG Gilbert, Mr TD Sloan
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2A Industry Applications: Computer Makes Precise Purlins
1985Erectors of steel-frame buildings may not realize that the purlins they get from Molenco (Houston) are now sized with help from a microprocessor and a brushless AC servo drive. But these commonly used structural members are roll formed in C and Z cross sections from blanks precisely cut to specified length, and punched with rivet or bolt holes, if ...
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Efficient design of overlapped purlins loaded by gravity
Structures, 2023Ioan Andrei Gîrbacea, Viorel Ungureanu
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