Strength and Stiffness of Large-gap Metal-plate Wood Connections 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 Strength and Stiffness of Large-gap Metal-plate Wood Connections PDF full book. Access full book title Strength and Stiffness of Large-gap Metal-plate Wood Connections by . Download full books in PDF and EPUB format.
Author:
Publisher:
ISBN:
Category : Strains and stresses
Languages : en
Pages : 12
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Strains and stresses
Languages : en
Pages : 12
Get Book Here
Book Description
Author: Ronald W. Wolfe
Publisher:
ISBN:
Category : Joints (Engineering)
Languages : en
Pages : 24
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Strains and stresses
Languages : en
Pages : 9
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Forest products
Languages : en
Pages : 540
Get Book Here
Book Description
Author: Rākeśagupta
Publisher:
ISBN:
Category : Building, Wooden
Languages : en
Pages : 42
Get Book Here
Book Description
"This publication has presented an overview of current research on MPC joints in wood trusses. The literature search was primarily of U.S. sources, with some effort to obtain literature from other parts of the world. An enormous amount of important information has been amassed by studies on testing procedures and theoretical models. Among the many attributes that must be considered in modeling and analysis of joints and trusses are the effect of load angle, wood-plate orientation, size, thickness, stiffness of steel plates, and specific gravity of wood on the strength of the joints, as well as the effect of the gap closure between members, tooth damage or length, and tooth layout on the overall joint performance. Extensive research has been done on tension joints in trusses; some has been done on heel connections, but very little has been done on web and other connections. Researchers have devoted considerable effort to understanding tensile joints under axial loading. However, experience suggests that even tensile joints are subjected to combined loadings because of eccentricities. The behavior of a simple MPC joint is very complex and influenced by many variables, including plate properties, joint geometry, and the natural variability of wood. An integrated approach, as used by Foschi (1977), that considers the material behavior and interactions of wood and plate and that is simple but sufficiently accurate for designing joints should be developed. A standard method for studying the long-term behavior of MPC joints should be developed and used in design. One possible option would be to use a time-temperature superposition principle for developing long-term data from relatively short-term tests. Failure modes of the truss joints should be characterized. Work on dynamic behavior and environmental effects on the joints is also needed."--Summary and conclusions.
Author: Dali Zhang
Publisher:
ISBN:
Category : Econometric models
Languages : en
Pages : 448
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Forests and forestry
Languages : en
Pages : 54
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1100
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 1450
Get Book Here
Book Description
Author: J. Dobbin McNatt
Publisher:
ISBN:
Category : Girders
Languages : en
Pages : 688
Get Book Here
Book Description
