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contributor authorAbul K. Azad
contributor authorSaeid A. Al‐Ghamdi
date accessioned2017-05-08T20:52:08Z
date available2017-05-08T20:52:08Z
date copyrightAugust 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A8%281982%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29861
description abstractAn iterative search technique has been followed to find the minimum weigh plastic design of nonuniform, builtup steel I-beams or girders continuous over two or three symmetrical spans. The unstiffened web has a parabolic profile with identical top and bottom flange areas that are varied at locations of maximum positive and negative moment. Only uniformly distributed loading is considered to simplify mathematical formulation. The influence of some significant design variables on the optimum design is highlighted.
publisherAmerican Society of Civil Engineers
titleOptimization of Built‐Up Nonuniform Steel I‐Beams
typeJournal Paper
journal volume112
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:8(1982)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
contenttypeFulltext


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