Manuscript Number : IJSRCE20448
Analysis and Comparative Study of Steel Dome Structure for Open Stage Ground of S. A. T. I Using Different Steel Section
Authors(2) :-Shivam Gupta, Pramod Sharma
The Truss Structure consists of members/elements that takes only tension or compression and no bending moment in what so ever form. In the engineering term the Truss is defined as the two-force member, where the members are so assembled that the assemblage works as a single unit. The truss structure is generally provided when we need a large open space. In this study we are presenting finite element analysis for a long span open area of dimension 66 x 49 m to be covered with steel structure frame. In this study we are modelling roof for the proposed location of SATI college Vidisha. In this roof analysis we are considering wind load as per I.S. 875-I:2015 and using analysis tool Staad.pro. In this study we are assigning sections as per Steel table (INDIAN) and three different sections i.e. angle, beam and pipe is considered for comparative analysis. Here it is concluded that pipe section is comparatively more stable than other two cases whereas beam section is second best and angel section is observing least stability in terms of resisting forces, displacement and cost cutting (optimization of steel sections).
Shivam Gupta
M.E. Scholar, Department of Civil Engineering, SATI, Vidisha, Madhya Pradesh, India
Pramod Sharma
Professor, Department of Civil Engineering, SATI, Vidisha, Madhya Pradesh, India
Steel Structure, Analysis, Truss, Staad.Pro, Steel Sections, Displacement, Roof, Forces.
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Publication Details
Published in : Volume 4 | Issue 4 | July-August 2020
Date of Publication : 2020-08-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 36-43
Manuscript Number : IJSRCE20448
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE20448
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