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contributor authorNigel Cooke
contributor authorPeter J. Moss
contributor authorWarren R. Walpole
contributor authorD. Wayne Langdon
contributor authorMervyn H. Harvey
date accessioned2017-05-08T20:50:34Z
date available2017-05-08T20:50:34Z
date copyrightMarch 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A3%28785%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28943
description abstractThe experimental behavior of four steel plate girder webs stiffened either transversely or transversely and longitudinally is considered. One aspect of the study is concerned with assessing the influence of residual stresses and strains and initial imperfections on the behavior of the girders at working load and its strength. The serviceability of the girders at working load is an important design aspect and a study of stress levels and panel deflections at this load was made. There are many theoretical methods available to the designer for predicting the shear strength of plate girder webs and a comparison of these predictions made for the test specimens is made with experimental values.
publisherAmerican Society of Civil Engineers
titleStrength and Serviceability of Steel Girder Webs
typeJournal Paper
journal volume109
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:3(785)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
contenttypeFulltext


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