Abstract
Experimental Analysis of Cold Formed Steel Purlin and Comparison of C and Z Section Using Ansys
Highlights
Coldformed steel (CFS) is the common term for steel products shaped by cold-working processes carried out near room temperature, such as rolling, pressing, stamping, bending, etc
2.1 Building design using STAAD.Pro.vi8 Industrial building is designed based on the IS code 800, 875, 456 and purlin is designed in cold form steel using is codes 801, 811 in STAAD
In an Over lapped type of connection purlins are provided with an extra length called overlapping length and it is lapped with adjacent purlin and Screwed together
Summary
Many construction techniques are invented and practiced. The main aspect of these techniques is to develop sustainable structure in less period of time. steel is the important component in construction industry. The finite element modelling and optimisation techniques have improved strength to weight ratio by increasing the section's strength through the use of stiff eners in the section webs [2].The experimental investigation of the behaviour of cold formed steel (CFS) roof trusses does not off er a prior knowledge about either which member will fail first or the capacity of the whole truss. An analysis has been made to understand the behaviour of cold formed “C” purlins for gravity and wind load conditions. In this uniformly distributed load was applied and vertical and lateral deflection was measured (5). Nine cold-formed steel Z sections with different connection arrangements were tested in bending.
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