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Sag Rods as Lateral Supports for Girts and Purlins
Journal of Structural Engineering, 1987Although cold‐formed sections provide substantial savings, because of their high strength‐to‐weight ratio, their cross‐sectional configuration gives rise to behavioral phenomena not encountered in the more familiar hotrolled sections. Of great concern to structural engineers is the tendency of these members to deform under most conditions of loading ...
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Ultimate response of Cold-Formed Top-Hat Purlins
Empirical equations have been adopted widely and primarily in the design codes due to their benefit of small amount of input data required and their convenience of application. However, these equations are limited to a small number of section design shapes. For example, the empirical equations in AS4600 (the design code for cold-formed steel structures)openaire +2 more sources
Purlin: A Versatile Toolkit for the Generation and Simulation of On-Chip Networks
2022 IEEE 40th International Conference on Computer Design (ICCD), 2022Yijiang Guo +3 more
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Investigation on sleeve joint purlin systems
2009This thesis presents the experimental studies of the behaviour of sleeve joint purlin systems made of cold-formed steel Zed sections. Experimental tests on a variety of cleat-purlin and sleeve-purlin connections suitable for Zed section purlin systems have been conducted.
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Rafter-purlin connection stiffness impact on the stress skin effect of corrugated sheet claddings
Thin-Walled Structures, 2023Nagy Zsolt, Annabella Sánduly
exaly
Efficient design of overlapped purlins loaded by gravity
Structures, 2023Ioan Andrei Gîrbacea, Viorel Ungureanu
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