The Canadian lumber industry undertook two large-scale test programs for the verification of lumber design properties of Canadian species combinations. The visual lumber in-grade test program was begun in 1983 (with a prior program undertaken in 1975), while a similar program for machine graded lumber (MSR lumber) was undertaken in 1988. Some of the results of the MSR lumber in-grade test program are examined in this thesis. Stiffness and strength results from the visual lumber in-grade program are used for comparison, as are values from the MSR lumber standard. The importance of differences in methods of testing properties, particularly Modulus of Elasticity (MOE), is shown. Differences in results occur due to changes in the te...
This paper investigates if the relationship between the global and local moduli of elasticity (MoE),...
An experimental study has been conducted to evaluate the longitudinal shear strength of Canadian so...
An experimental study has been conducted to evaluate the longitudinal shear strength of Canadian so...
Data from the In-Grade Testing Program for visually graded dimension lumber are used to identify lum...
Lumber property data from Canadian In-Grade Program for visually-graded dimension lumber are used t...
Mill visits were conducted to evaluate the effect of Visual Quality Level (VQL) restrictions of edg...
To the best of our knowledge, one or more authors of this paper were federal employees when contribu...
Mill visits were conducted to evaluate the effect of Visual Quality Level (VQL) restrictions of edg...
This thesis describes a study to review the standards for derivation of characteristic values of wo...
The processing of southern yellow pine (Pinus spp.) (SYP) trees into dimensional lumber is a multi-b...
Prepared for: USDA Forest Products Laboratory, One Gifford Pinchot Drive, Madison, WI 53705Existing ...
The purpose of our study was to define the influence of juvenile wood on the tensile structural perf...
This report describes the relationship of incising-induced strength loss in bending as a function of...
The purpose of our study was to define the influence of juvenile wood on the tensile structural perf...
A large sample was selected from a production run of unseasoned 2 x 4 Douglas-fir, which had been gr...
This paper investigates if the relationship between the global and local moduli of elasticity (MoE),...
An experimental study has been conducted to evaluate the longitudinal shear strength of Canadian so...
An experimental study has been conducted to evaluate the longitudinal shear strength of Canadian so...
Data from the In-Grade Testing Program for visually graded dimension lumber are used to identify lum...
Lumber property data from Canadian In-Grade Program for visually-graded dimension lumber are used t...
Mill visits were conducted to evaluate the effect of Visual Quality Level (VQL) restrictions of edg...
To the best of our knowledge, one or more authors of this paper were federal employees when contribu...
Mill visits were conducted to evaluate the effect of Visual Quality Level (VQL) restrictions of edg...
This thesis describes a study to review the standards for derivation of characteristic values of wo...
The processing of southern yellow pine (Pinus spp.) (SYP) trees into dimensional lumber is a multi-b...
Prepared for: USDA Forest Products Laboratory, One Gifford Pinchot Drive, Madison, WI 53705Existing ...
The purpose of our study was to define the influence of juvenile wood on the tensile structural perf...
This report describes the relationship of incising-induced strength loss in bending as a function of...
The purpose of our study was to define the influence of juvenile wood on the tensile structural perf...
A large sample was selected from a production run of unseasoned 2 x 4 Douglas-fir, which had been gr...
This paper investigates if the relationship between the global and local moduli of elasticity (MoE),...
An experimental study has been conducted to evaluate the longitudinal shear strength of Canadian so...
An experimental study has been conducted to evaluate the longitudinal shear strength of Canadian so...