Standard Practice for Establishing Allowable Stresses for Round Timber Piles PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Standard Practice for Establishing Allowable Stresses for Round Timber Piles PDF full book. Access full book title Standard Practice for Establishing Allowable Stresses for Round Timber Piles by . Download full books in PDF and EPUB format.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 6
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 6
Get Book Here
Book Description
Author: American Society for Testing and Materials
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Get Book Here
Book Description
Author: M. T. Davisson
Publisher:
ISBN:
Category : Piling (Civil engineering).
Languages : en
Pages : 196
Get Book Here
Book Description
This study presents methods for establishing allowable stresses in steel, concrete, and timber piles using load/resistance factor concepts. These methods take into account not only the material properties of the pile itself but also the individual effects of long term loads, driving stresses and drivability, imperfections in form or material and various environmental conditions which tend to reduce pile capacity. Using the results of the study, changes in Section 4, Division 1 of the AASHTO Standard Specifications for Highway Bridges, are proposed. The study is limited to the design of the pile as a structural member.
Author: EF. Diekmann
Publisher:
ISBN:
Category : Building laws
Languages : en
Pages : 18
Get Book Here
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.
Author: Thomas Lee Wilkinson
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 48
Get Book Here
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: American Society of Civil Engineers. Committee on Timber Piles and Construction Timbers
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 52
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 7
Get Book Here
Book Description
Author: American Society for Testing and Materials
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Get Book Here
Book Description
Author: Susan Marie Grove
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 194
Get Book Here
Book Description
