Experimental Shear Strength of Unchecked Solid-sawn Douglas-fir PDF Download
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Author: Douglas R. Rammer
Publisher:
ISBN:
Category : Wood
Languages : en
Pages : 36
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Book Description
Author: Douglas R. Rammer
Publisher:
ISBN:
Category : Wood
Languages : en
Pages : 36
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Book Description
Author: Douglas R. Rammer
Publisher:
ISBN:
Category : Douglas fir
Languages : en
Pages : 33
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Book Description
This report presents experimental results of modulus of rupture and shear strength tests on unsplit, green, sawn Douglas-fir lumber. Five different size-matched specimens, ranging from nominal 2-by 4-in (standard 38- by 89-mm) to nominal 4- by 14-in (standard 95-by 343-mm), were tested in third-point bending and five-point beam shear. A total of 120 bending and 160 shear specimens, as well as shear blocks cut from each beam, were tested. Results adjusted to 12 percent moisture content are compared with results from prior research on Douglas-fir glued-laminated timber beams. Statistical methods were used to investigate possible correlations of shear strength to beam size, shear strength to bending strength, and beam shear strength to ASTM shear block strength. The results indicate that (1) a five-point test setup can consistently produce beam shear failures over a wide range of beam sizes, (2) shear strength is dependent on beam shear area, (3) beam shear strength is related to ASTM D143 shear block strength values provided that the re-entrant corner stress-concentration effects are considered, and (4) a low correlation exists between modulus of rupture and shear strength.
Author:
Publisher:
ISBN:
Category : Forest products
Languages : en
Pages : 540
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Author:
Publisher:
ISBN:
Category : Forest products
Languages : en
Pages : 480
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Author:
Publisher:
ISBN:
Category : Forests and forestry
Languages : en
Pages : 18
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Author: The United States Department of Agriculture
Publisher: Simon and Schuster
ISBN: 1626366713
Category : House & Home
Languages : en
Pages : 1320
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Book Description
Timber is one of our most precious, versatile, and vulnerable resources, so using it effectively is important. Knowing your material inside and out is the first step to doing just that. Read about the structure of wood itself, from growth rings to its chemical composition. Learn wood's physical and mechanical properties, including everything from elasticity to nuclear radiation. This extensive manual includes a section on stress grading as well as thorough descriptions of which fasteners to use and when. It has information on adhesive bonding, biodeterioration, control of moisture content, preservation, fire safety, specialty treatments, and much more. The Encyclopedia of Wood is an essential resource for builders, architects, engineers, and woodworkers.
Author:
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 502
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Author:
Publisher:
ISBN:
Category : Government publications
Languages : en
Pages : 940
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Author: John J. Janowiak
Publisher:
ISBN:
Category : Laminated wood
Languages : en
Pages : 394
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Book Description
The feasibility of utilizing cant-sawn hardwood lumber, which would not usually be desired for furniture manufacture, was studied for the manufacture of structural glued-laminated (glulam) timber. Two red maple beam combinations were evaluated: (1) a glulam combination designed with E-rated lumber in 25 percent of the outer laminations (top and bottom) and No. 3 grade lumber in 50 percent of the center laminations and (2) a wide-width glulam combination with laminations made from nominal 2- by 4- and 2- by 6-in. No. 2 grade lumber laid edge-to-edge having staggered end joints (termed 2 by 4/2 by 6 glulam combination). Test results of 42 red maple glulam beams showed that it was feasible to develop structural glulam timber from cant-sawn lumber. The glulam combinations made from E-rated lumber exceeded the target design bending stress of 2,400 lb/in2 and met the target modulus of elasticity (MOE) of 1.8 Ã 106 lb/in2. In addition, the 2 by 4/2 by 6 glulam combination exceeded published design stresses for vertically laminated bending strength, MOE in both the horizontally and vertically laminated orientations, and horizontal shear stress in the vertically laminated orientation. Based on the results of the 2 by 4/2 by 6 glulam combination, it was determined that edge gluing the laminations to form wide-width lumber is not required to achieve targeted strength and stiffness levels. Data analysis showed that ASTM D3737 procedures developed for softwood species accurately predict beam stiffness and provide conservative bending and horizontal shear strength estimates for red maple glulam beams. Also, it was shown that results from ASTM D143 shear-block tests could be used to accurately predict horizontal shear strength of 2 by 4 and 2 by 6 red maple glulam beams.
Author: Phillip C. Pierce
Publisher:
ISBN:
Category : Covered bridges
Languages : en
Pages : 348
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Book Description
