Standard Specifications for Round Timber Piles PDF Download
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Author: American Society for Testing Materials. Committee D-7 on Wood
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 5
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Book Description
Author: American Society for Testing Materials. Committee D-7 on Wood
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 5
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 7
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Book Description
Author: American Society for Testing and Materials
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
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Book Description
Author: Canadian Standards Association
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 12
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Book Description
Author: Standards Association of New Zealand
Publisher:
ISBN:
Category :
Languages : en
Pages : 11
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Book Description
Author: United States. Army. Office of the Chief of Engineers
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 6
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Book Description
Author: American Society of Civil Engineers. Committee on Timber Piles and Construction Timbers
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 52
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Book Description
Author: Thomas Lee Wilkinson
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 48
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Book Description
Author: EF. Diekmann
Publisher:
ISBN:
Category : Building laws
Languages : en
Pages : 18
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Book Description
This paper presents a limited review of the standard and code provisions relating to timber piles from the turn of the century to the present. The provisions relative to axial stress in ASTM Establishing Design Stresses for Round Timber Piles (D 2899-74) are discussed and compared to some of the background experimental data. The conclusion is drawn that ASTM Method D 2899-74 is generally satisfactory regarding axial stresses but has specific weaknesses requiring changes. While no changes are forseen in the immediate future in the use of timber piles for 335 to 445 KN (40 to 50 ton) loads, it is suggested that timber piles may be utilized for higher capacity requirements. The view is expressed that limitations on pile material stresses are not proper in a building code, that such limitations are more appropriately placed in guidelines for foundation engineers selecting piles for specific applications.
