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contributor authorP. V. Mtenga
contributor authorS. M. Cramer
contributor authorA. H. Peyrot
contributor authorR. W. Wolfe
date accessioned2017-05-08T20:55:50Z
date available2017-05-08T20:55:50Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A2%28290%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32172
description abstractLight-frame wood roof assemblies may be stronger than what the current single member design approach suggests because of repetitive member load sharing and partial composite action. These strengthening effects are partially addressed in the
publisherAmerican Society of Civil Engineers
titleSystem Factors for Light-Frame Wood Truss Assemblies
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:2(290)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


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