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contributor authorLing‐En Hsiao
contributor authorWei‐Wen Yu
contributor authorTheodore V. Galambos
date accessioned2017-05-08T20:53:38Z
date available2017-05-08T20:53:38Z
date copyrightFebruary 1990
date issued1990
identifier other%28asce%290733-9445%281990%29116%3A2%28500%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30783
description abstractIn the design of steel buildings, the allowable stress design (ASD) method has long been used for cold‐formed steel structural members in the United States. Recently, the load and resistance factor design (LRFD) criteria have been developed for steel buildings using hot‐rolled shapes and built‐up members fabricated from steel plates. In order to develop load and resistance factor design (LRFD) criteria for cold‐formed steel structural members, a joint research project is conducted at the University of Missouri‐Rolla, Washington University, and the University of Minnesota under the sponsorship of the American Iron and Steel Institute. Based on the 1986 edition of the American Iron and Steel Institute (AISI) ASD specification, the LRFD specification for cold‐formed steel structural members with commentary is prepared for consideration of the American Iron and Steel Institute. The background information for developing the proposed design criteria for structural members is discussed in this paper.
publisherAmerican Society of Civil Engineers
titleAISI LRFD Method for Cold‐Formed Steel Structural Members
typeJournal Paper
journal volume116
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1990)116:2(500)
treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
contenttypeFulltext


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