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    Contradictions in Use of Collar Beams

    Source: Journal of Architectural Engineering:;1996:;Volume ( 002 ):;issue: 001
    Author:
    Jonathan Ochshorn
    DOI: 10.1061/(ASCE)1076-0431(1996)2:1(20)
    Publisher: American Society of Civil Engineers
    Abstract: Recommendations 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.
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      Contradictions in Use of Collar Beams

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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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