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    General Direct Method for Land Subdivision

    Source: Journal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author:
    Said M. Easa
    DOI: 10.1061/(ASCE)0733-9453(1989)115:4(402)
    Publisher: American Society of Civil Engineers
    Abstract: The existing methods of land subdivision have been based on trialand‐error procedures and normally involve intermediate computations of geometric and trigonometric elements. This paper presents a method, which is in the form of general formulas that can be applied to any land shape, that provides the subdivision results directly. The method is based on the Cartesian coordinates of the land boundary. The subdivision satisfies a specified area and another requirement of the subdividing line. Three such requirements are considered: one boundary point of the subdividing line is fixed, its orientation is fixed, or the line must pass through an interior point. For some special cases, the method involves the rotation of the Cartesian axes before the formulas are applied. A computer program employing the presented method is included.
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      General Direct Method for Land Subdivision

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    https://yetl.yabesh.ir/yetl1/handle/yetl/35624
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    contributor authorSaid M. Easa
    date accessioned2017-05-08T21:01:13Z
    date available2017-05-08T21:01:13Z
    date copyrightNovember 1989
    date issued1989
    identifier other%28asce%290733-9453%281989%29115%3A4%28402%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35624
    description abstractThe existing methods of land subdivision have been based on trialand‐error procedures and normally involve intermediate computations of geometric and trigonometric elements. This paper presents a method, which is in the form of general formulas that can be applied to any land shape, that provides the subdivision results directly. The method is based on the Cartesian coordinates of the land boundary. The subdivision satisfies a specified area and another requirement of the subdividing line. Three such requirements are considered: one boundary point of the subdividing line is fixed, its orientation is fixed, or the line must pass through an interior point. For some special cases, the method involves the rotation of the Cartesian axes before the formulas are applied. A computer program employing the presented method is included.
    publisherAmerican Society of Civil Engineers
    titleGeneral Direct Method for Land Subdivision
    typeJournal Paper
    journal volume115
    journal issue4
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(1989)115:4(402)
    treeJournal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 004
    contenttypeFulltext
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