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contributor authorAhmad A. Ghosn
contributor authorRalph R. Sinno
date accessioned2017-05-08T20:55:48Z
date available2017-05-08T20:55:48Z
date copyrightDecember 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A12%281735%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32140
description abstractTwenty-eight stiffened Z-section beams were transversely loaded to failure and stresses in the lap joints were investigated. Spans of 2.438 m (8 ft) were used. The tested sections were of web depth-to-thickness ratios (
publisherAmerican Society of Civil Engineers
titleGoverning Stresses in Z-Purlin Lap Joints
typeJournal Paper
journal volume121
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:12(1735)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 012
contenttypeFulltext


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