Evaluate the Design Strength in Bolted Sections of Cold Formed Steel Tension Members
Author(s):
Paul Makesh. A , Dr.M.G.R Educational and Research Institute University Chennai, India; Arivalagan. S, Dr.M.G.R Educational and Research Institute University Chennai, India
Keywords:
Bucking Behavior, Tension Members, Cold-Formed Angles, Design Strength, Ultimate Strength
Abstract:
Angle sections are commonly designed to bear only axial force, usually neglecting the additional bending moments resulting from the eccentric connection and shift of the effective centroid. The current work deals with the capacity of single – bolted equal angle sections made form cold formed steel. The experimental investigation presented herein includes tension tests that subsequently are compared with the corresponding code provisions. This research work deals with the details of an Experimental on cold-formed steel section subjected to tension load. This analysis carries single angle sections 4mm double angles sections of under plain (without Lipped) and with Lipped conditions subjected to tension. The papers present the load carrying capacity and load vs deflection of single angles section increases by 28% and double angles by 32% in 4mm compare with plain angles in Lipped angles. Analyze were carried out for thirty six numbers of angle sections under condition such as Lipped were connected same side to gusset plate and connected to opposite side. Simultaneously, ultimate compressive strength of cold formed members has been investigated.
Other Details:
| Manuscript Id | : | IJSTEV4I8022
|
| Published in | : | Volume : 4, Issue : 8
|
| Publication Date | : | 01/03/2018
|
| Page(s) | : | 32-37
|
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