This Thesis investigated the distribution of load among bolts in a timber joint loaded perpendicular to the grain of wood. Studies were conducted using one, two, and three one-half inch bolts in a row with two steel side-plates. A total of 51 Douglas-fir 2 X 8\u27S by 30 inches in length were tested, with 17 being used for each bolt pattern. The distributions of load among the bolts in both side-plates, the deformations, and the ultimate load were all determined and are presented in tabular and graphical form. The significance of the results are discussed and summarized and conclusions are given
An experimental technique to model wood material behavior in the plane perpendicular to the axes of ...
An integrative, hierarchically organized testing procedure for the quantification of the load distri...
The susceptibility of multiple-bolted timber joints to bending moments is considered in the light of...
This Thesis investigated the distribution of load among bolts in a timber joint loaded perpendicular...
This Thesis investigated the distribution of load among bolts in a timber joint loaded perpendicular...
The distribution of load among fasteners in a butt type wood joint, in which the main member is load...
An experimental investigation on steel-to-timber joints arranged with multiple bolts was carried out...
In this paper the behavior of different types of single bolt joints for timber structures are studie...
The design of bolted wood joints has, to date, been primarily based on empirical work. Much of this ...
Graduation date: 1985The design of bolted wood joints has, to date, been\ud primarily based on empir...
The load capacity of the punched metal plate timber joints is established,in general, by empirical m...
An experimental study is presented on the effects of bolt-hole clearance on the load distribution in...
Complete double-shear joints with a single bolt were tested in tension. Approximately 10 X-ray scans...
The load-bearing capacity of joints using thin steel elements for wood buildings was considered. Six...
The development of a new approach to predicting the load-displacement interaction of bolted wood con...
An experimental technique to model wood material behavior in the plane perpendicular to the axes of ...
An integrative, hierarchically organized testing procedure for the quantification of the load distri...
The susceptibility of multiple-bolted timber joints to bending moments is considered in the light of...
This Thesis investigated the distribution of load among bolts in a timber joint loaded perpendicular...
This Thesis investigated the distribution of load among bolts in a timber joint loaded perpendicular...
The distribution of load among fasteners in a butt type wood joint, in which the main member is load...
An experimental investigation on steel-to-timber joints arranged with multiple bolts was carried out...
In this paper the behavior of different types of single bolt joints for timber structures are studie...
The design of bolted wood joints has, to date, been primarily based on empirical work. Much of this ...
Graduation date: 1985The design of bolted wood joints has, to date, been\ud primarily based on empir...
The load capacity of the punched metal plate timber joints is established,in general, by empirical m...
An experimental study is presented on the effects of bolt-hole clearance on the load distribution in...
Complete double-shear joints with a single bolt were tested in tension. Approximately 10 X-ray scans...
The load-bearing capacity of joints using thin steel elements for wood buildings was considered. Six...
The development of a new approach to predicting the load-displacement interaction of bolted wood con...
An experimental technique to model wood material behavior in the plane perpendicular to the axes of ...
An integrative, hierarchically organized testing procedure for the quantification of the load distri...
The susceptibility of multiple-bolted timber joints to bending moments is considered in the light of...