Floor joist
A floor joist including a first piece of lumber including a first set of fingers and a first set of grooves is provided. A second piece of lumber including a second set of fingers and a second set of grooves is also provided. A finger joint is formed by a combination of the first second of fingers with the second set of grooves and a combination of the second set of fingers with the first set of grooves. A first set of pockets are formed between the combination of the first second of fingers with the second set of grooves, and a second set of pockets are formed between the combination of the second set of fingers with the first set of grooves.
1. A method of manufacturing a floor joist, the method comprising:
performing an optical inspection of a package of lumber, wherein the optical inspection determines an engineering grade of individual pieces of lumber within the package of lumber;
separating the package of lumber into three groups of lumber based on the engineering grade, wherein the three groups of lumber include a first group, a second group and a third group, lumber in the third group of lumber having the highest engineering grade of the three groups of lumber and lumber in the first group of lumber having the lowest engineering grade of the three groups of lumber;
performing a mechanical inspection of the lumber in the third group of lumber to determine a refined engineering value based on the mechanical inspection, wherein the mechanical inspection includes a Machine Stress-Rated Lumber (MSR) measurement to determine a stiffness of the lumber of the third group of lumber;
sorting the lumber of the third group of lumber to include a fourth group of lumber based on the refined engineering value, wherein lumber in the fourth group of lumber has a higher engineering grade than lumber remaining in the third group of lumber; and
manufacturing the floor joist using lumber entirely from one of the first group of lumber, second group of lumber, third group of lumber and fourth group of lumber based on a desired engineering value for the floor joist,
wherein the lumber in the first group of lumber has a modulus of elasticity of approximately 1.6 e, the lumber in the second group of lumber has a modulus of elasticity of approximately 1.8 e, the lumber in the third group of lumber has a modulus of elasticity of approximately 1.9 e, and the lumber in the fourth group of lumber has a modulus of elasticity greater than 1.9 e.
2. The method of claim 1 , wherein the mechanical inspection includes an ultrasound measurement.
3. The method of claim 1 , wherein a modulus of elasticity of a floor joist manufactured from the lumber of the first group of lumber is approximately 1.6 e, a modulus of elasticity of a floor joist manufactured from the lumber of the second group of lumber is approximately 1.8 e, a modulus of elasticity of a floor joist manufactured from the lumber of the third group of lumber is approximately 1.9 e, and a modulus of elasticity of a floor joist manufactured from the lumber of the fourth group of lumber is greater than 1.9 e.
4. The method of claim 1 , further comprising performing inline testing of the floor joist manufactured using lumber entirely from one of the first group of lumber, the second group of lumber, the third group of lumber, and the fourth group of lumber.
5. The method of claim 4 , wherein the inline testing includes a pull test and a Western Wood Products Association (WWPA) certification is assigned to the floor joist based on a result of the pull test.
6. A method of manufacturing a floor joist, the method comprising:
performing an optical inspection of a package of lumber, wherein the optical inspection determines an engineering grade of individual pieces of lumber within the package of lumber;
separating the package of lumber into three groups of lumber based on the engineering grade, wherein the three groups of lumber include a first group, a second group and a third group, lumber in the third group of lumber having the highest engineering grade of the three groups of lumber and lumber in the first group of lumber having the lowest engineering grade of the three groups of lumber;
performing a mechanical inspection of the lumber in the third group of lumber to determine a refined engineering value based on the mechanical inspection, wherein the mechanical inspection includes a Machine Stress-Rated Lumber (MSR) measurement to determine a stiffness of the lumber of the third group of lumber;
sorting the lumber of the third group of lumber to include a fourth group of lumber based on the refined engineering value, wherein lumber in the fourth group of lumber has a higher engineering grade than lumber remaining in the third group of lumber; and
manufacturing the floor joist using lumber entirely from the fourth group of lumber,
wherein the lumber in the fourth group of lumber has a modulus of elasticity greater than approximately 1.9 e.