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As previously noted, less wood is needed to produce a given finished size than when standards called for the green lumber to be the full nominal dimension. However, even the dimensions for finished lumber of a given nominal size have changed over time. In 1910, a typical finished 1-inch (25 mm) board was 13 ⁄ 16 in (21 mm). In 1928, that was ...
Other terms. Studs are the vertical members of a timber- or metal-framed wall. The studs are spaced equally to suit the dimensions of the covering sheet materials, usually 600 mm (24 inches) between the centers. Studs are used to frame around window and door openings are given different names, including:
Jacob Rutstein (1877–1946) was an American businessman, philanthropist, real estate developer and lumber magnate who became known for his innovations to the Lumber Nominal Measurements or Nominal Size by the invention of the 11/4 wooden panel, commonly known as Jew Plank .
As Americans settled the timber-starved Great Plains, they needed material from the lumber-rich parts of the nation with which to build their cities. The burgeoning railroad industry accounted for a fourth of the national lumber demand and required the product to build rail cars and stations, fashion ties, and power trains. [ 12 ]
US Customary. 1⁄12 ft 3. The board foot or board-foot is a unit of measurement for the volume of lumber in the United States and Canada. It equals the volume of a board that is one-foot (305 mm) in length, one-foot (305 mm) in width, and one-inch (25.4 mm) in thickness. Board foot can be abbreviated as FBM (for "foot, board measure"), BDFT ...
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In modern wood construction, sills usually come in sizes of 2×4, 2×6, 2×8, and 2×10. In stick framing, the sill is made of treated lumber, and is anchored to the foundation wall, often with J-bolts, to keep the building from coming off the foundation during a severe storm or earthquake. Building codes require that the bottom of the sill ...
For example, a "W10x22" beam is approximately 10 in (254 mm) in depth with a nominal height of the I-beam from the outer face of one flange to the outer face of the other flange, and weighs 22 lb/ft (33 kg/m). Wide flange section beams often vary from their nominal depth. In the case of the W14 series, they may be as deep as 22.84 in (580 mm).
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