ctrlnum 2340
fullrecord <?xml version="1.0"?> <dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://repository.uph.edu/2340/</relation><title>A chart-based method for steel beam designs using&#xD; the Indonesian section</title><creator>Dewobroto, Wiryanto</creator><creator>Hidayat, Lanny</creator><creator>Yeltsin, Yeltsin</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>On one hand, stronger steel materials certainly yield more slender structural elements so that a beam design is structurally governed by its stability. On the other hand, there is a variation in the dimensions of steel sections and their availability in the market. Those&#xD; issues will lead to a complex procedure in obtaining the optimum steel beam designs. Actually, computers will help to overcome the complexity of the problems. Meanwhile, the solution is generally limited to a specific steel section and a specific unbraced length configuration. As a result, some trial-and-error attempts are needed several times to obtain a sufficient comparison to&#xD; determine the optimum steel sections. To overcome this, a strategy to use the AISC-LRFD's chart-based method, which plots the relationships between the flexural capacities of steel sections and their unbraced lengths of lateral bracing and weights, will be helpful in determining the lightest steel sections in terms of their lateral bracing requirements and capacity. In other words, the most optimum steel sections can be obtained without a specific trial-and-error process. However, the chart-based method for steel beam designs is not yet popular due to the absence of a choice of steel sections commonly found in the Indonesian market. This paper will present how to make the design curve of those steel sections; therefore, the chart-based method for steel designs can be implemented. Beside that, some examples of its usage will also be introduced. Thus, if the design with a chart-based method using the Indonesian steel sections can be provided; then, it can be used to design steel beams more quickly and economically.</description><publisher>Elsevier Ltd</publisher><date>2015-09</date><type>Journal:Article</type><type>PeerReview:PeerReviewed</type><type>Book:Book</type><language>eng</language><rights>cc_by_nc_nd_4</rights><identifier>http://repository.uph.edu/2340/3/B2.3.Dewobroto_EACEF-5_2015.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://repository.uph.edu/2340/6/Publication%20Agreement.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://repository.uph.edu/2340/15/B2.3_JJA_Peer_Review.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://repository.uph.edu/2340/16/B2.3_Similiraty_test%20result.pdf</identifier><identifier> Dewobroto, Wiryanto and Hidayat, Lanny and Yeltsin, Yeltsin (2015) A chart-based method for steel beam designs using the Indonesian section. Procedia Engineering, 125. pp. 857-864. ISSN 1877-7058 </identifier><recordID>2340</recordID></dc>
language eng
format Journal:Article
Journal
PeerReview:PeerReviewed
PeerReview
Book:Book
Book
author Dewobroto, Wiryanto
Hidayat, Lanny
Yeltsin, Yeltsin
title A chart-based method for steel beam designs using the Indonesian section
publisher Elsevier Ltd
publishDate 2015
topic TA Engineering (General). Civil engineering (General)
url http://repository.uph.edu/2340/3/B2.3.Dewobroto_EACEF-5_2015.pdf
http://repository.uph.edu/2340/6/Publication%20Agreement.pdf
http://repository.uph.edu/2340/15/B2.3_JJA_Peer_Review.pdf
http://repository.uph.edu/2340/16/B2.3_Similiraty_test%20result.pdf
http://repository.uph.edu/2340/
contents On one hand, stronger steel materials certainly yield more slender structural elements so that a beam design is structurally governed by its stability. On the other hand, there is a variation in the dimensions of steel sections and their availability in the market. Those issues will lead to a complex procedure in obtaining the optimum steel beam designs. Actually, computers will help to overcome the complexity of the problems. Meanwhile, the solution is generally limited to a specific steel section and a specific unbraced length configuration. As a result, some trial-and-error attempts are needed several times to obtain a sufficient comparison to determine the optimum steel sections. To overcome this, a strategy to use the AISC-LRFD's chart-based method, which plots the relationships between the flexural capacities of steel sections and their unbraced lengths of lateral bracing and weights, will be helpful in determining the lightest steel sections in terms of their lateral bracing requirements and capacity. In other words, the most optimum steel sections can be obtained without a specific trial-and-error process. However, the chart-based method for steel beam designs is not yet popular due to the absence of a choice of steel sections commonly found in the Indonesian market. This paper will present how to make the design curve of those steel sections; therefore, the chart-based method for steel designs can be implemented. Beside that, some examples of its usage will also be introduced. Thus, if the design with a chart-based method using the Indonesian steel sections can be provided; then, it can be used to design steel beams more quickly and economically.
id IOS6381.2340
institution Universitas Pelita Harapan
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institution_type library:university
library
library The Johannes Oentoro Library
library_id 1054
collection Repository UPH
repository_id 6381
subject_area Generalities(Karya Umum)
city KOTA TANGERANG
province BANTEN
repoId IOS6381
first_indexed 2019-05-09T09:13:00Z
last_indexed 2019-05-09T09:13:00Z
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