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    Structural Design of Light‐Gauge Silo Hoppers

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 007
    Author:
    J. Michael Rotter
    DOI: 10.1061/(ASCE)0733-9445(1990)116:7(1907)
    Publisher: American Society of Civil Engineers
    Abstract: Elevated light‐gauge silos usually have a conical discharge hopper at the bottom. Although this hopper often carries much of the total weight of the stored solids within the silo, it can often be cold‐formed from thin steel sheet because the structural form is very efficient. However, guidance on the design of light‐gauge hopper structures is rare. The term light‐gauge is used here to describe the class of cold‐formed silo structure that is not restricted by a nominal minimum plate thickness requirement (e.g., 1/4 in. or 6 mm). This paper addresses several aspects of the design of light‐gauge hoppers. Current proposals concerning hopper loads are discussed first, and recommendations are made. Appropriate structural analysis is then presented. The potential failure modes of the hopper are identified, and corresponding strength checks described.
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      Structural Design of Light‐Gauge Silo Hoppers

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    contributor authorJ. Michael Rotter
    date accessioned2017-05-08T20:53:50Z
    date available2017-05-08T20:53:50Z
    date copyrightJuly 1990
    date issued1990
    identifier other%28asce%290733-9445%281990%29116%3A7%281907%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30891
    description abstractElevated light‐gauge silos usually have a conical discharge hopper at the bottom. Although this hopper often carries much of the total weight of the stored solids within the silo, it can often be cold‐formed from thin steel sheet because the structural form is very efficient. However, guidance on the design of light‐gauge hopper structures is rare. The term light‐gauge is used here to describe the class of cold‐formed silo structure that is not restricted by a nominal minimum plate thickness requirement (e.g., 1/4 in. or 6 mm). This paper addresses several aspects of the design of light‐gauge hoppers. Current proposals concerning hopper loads are discussed first, and recommendations are made. Appropriate structural analysis is then presented. The potential failure modes of the hopper are identified, and corresponding strength checks described.
    publisherAmerican Society of Civil Engineers
    titleStructural Design of Light‐Gauge Silo Hoppers
    typeJournal Paper
    journal volume116
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1990)116:7(1907)
    treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 007
    contenttypeFulltext
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