Analysis and Design of Conventional Industrial Roof Truss and Compare it with Tubular Industrial Roof Truss

Author(s):

Yashveersinh Chhasatia , A D Patel Institute of Technology; Yash Patel, A D Patel Institute of Technology; Het Parmar, A D Patel Institute of Technology; Shreepalsinh Gohil, A D Patel Institute of Technology; Tausif Kauswala, A D Patel Institute of Technology

Keywords:

Conventional Steel truss, Tubular section, Staad Pro V8i, AutoCAD, IS 800 and IS 806

Abstract:

Many of the steel building are made up with orthodox sections of steels which are designed and built by conventional approaches. This directs to weighty or too expensive structures. Tubular steel is the best possible alternatives to the conventional with their comparatively better specifications. Dead weight is tending to be decreased for many structural members so it is clear that because of the tube section, it helps in reducing overall economy. This is regarding the economy, load carrying capacity of all members and their relative safety measures. Economy is the main goal of the present work including comparison of conventional structures with tubular structure for given conditions. Results show that up to 15 to 25% saving in expense is accomplished by using tubular sections. Analysis of shed’s elements was carried out by Staad Pro V8i computer software, with manually applying Indian Standards. Several excel sheets for various structural elements like Purlin, Roof Truss, compression member, Tension member etc. were carried out using Microsoft office excel. Lastly estimation sheet is prepared for each Conventional Roof Truss section as well as Tubular roof truss section.

Other Details:

Manuscript Id	:	IJSTEV2I10284
Published in	:	Volume : 2, Issue : 10
Publication Date	:	01/05/2016
Page(s)	:	943-948

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