Structure Optimization Assessment for Steel Truss

Authors(2) :-Himanshu Makode, Sachin Nagayach

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 Non linear analysis of three different type of truss arrangement i.e. Flink, Howe and King post for long span open area of dimension 35m x 25m. In this study we will also discuss the variations occur due to different type of sections such as ISMB, Channel section and Angle section. For analysis purpose we will use

Authors and Affiliations

Himanshu Makode
P.G. Scholar, Department of Civil Engineering, SIRTS, Bhopal, Madhya Pradesh, India
Sachin Nagayach
Assistant Professor, Department of Civil Engineering, SIRTS, Bhopal, Madhya Pradesh, India

Steel Structure, Analysis, Truss, Staad.Pro, Steel Sections.

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Publication Details

Published in : Volume 3 | Issue 5 | September-October 2019
Date of Publication : 2019-10-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 25-34
Manuscript Number : IJSRCE19355
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Himanshu Makode, Sachin Nagayach, "Structure Optimization Assessment for Steel Truss", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 3, Issue 5, pp.25-34, September-October.2019

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