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contributor authorJonathan Ochshorn
date accessioned2017-05-08T21:21:44Z
date available2017-05-08T21:21:44Z
date copyrightMarch 1996
date issued1996
identifier other%28asce%291076-0431%281996%292%3A1%2820%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48465
description abstractRecommendations for the use of collar beams—horizontal timbers connecting opposing rafter pairs in gable-type wood-frame roofs—are often confusing and contradictory. This is due in large part to their peculiar history: four distinct types of collar beam roofs have evolved, each corresponding to a different structural purpose. Those purposes are to support roof rafters at the ridge, thereby preventing thrusts from developing at the eave; to resist the horizontal thrust of the rafters where conventional tie-beams are omitted; to act as compressive braces, increasing the potential span of the rafters; and, finally, to prevent uplift in high winds, by acting as ridge anchors. A fifth, nonstructural purpose can be seen in the use of collars to frame attic ceilings. In light of the many inconsistencies found in their specification, it is suggested that guidelines be developed for the proper use of collar beams in wood-frame construction.
publisherAmerican Society of Civil Engineers
titleContradictions in Use of Collar Beams
typeJournal Paper
journal volume2
journal issue1
journal titleJournal of Architectural Engineering
identifier doi10.1061/(ASCE)1076-0431(1996)2:1(20)
treeJournal of Architectural Engineering:;1996:;Volume ( 002 ):;issue: 001
contenttypeFulltext


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