Uniform Building Code Standards |
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Page 391
( c ) Shear Stresses . Shear stresses shall be calculated by the following formula :
SEY WHERE : S = shear stress , pounds per square inch , either rolling shear in
plywood , or horizontal shear in rib . V = shear acting normal to the slope of the ...
( c ) Shear Stresses . Shear stresses shall be calculated by the following formula :
SEY WHERE : S = shear stress , pounds per square inch , either rolling shear in
plywood , or horizontal shear in rib . V = shear acting normal to the slope of the ...
Page 394
£1 = total shear thickness of all webs at the section in inches . Q = statical
moment about the neutral axis of all parallel grain material regardless of any butt
joints lying above ( or below ) the neutral axis in inches to the third power . 2 .
Flange ...
£1 = total shear thickness of all webs at the section in inches . Q = statical
moment about the neutral axis of all parallel grain material regardless of any butt
joints lying above ( or below ) the neutral axis in inches to the third power . 2 .
Flange ...
Page 492
In nominal 10 - inch or wider members , three stair - step groups of block shear
test specimens shall be cut , one from the center and one from each edge of the
member . Single glue - line block shear specimens may be cut in lieu of stair -
step ...
In nominal 10 - inch or wider members , three stair - step groups of block shear
test specimens shall be cut , one from the center and one from each edge of the
member . Single glue - line block shear specimens may be cut in lieu of stair -
step ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
accordance aggregate allowable applied assembly average beam bending bolt cement characteristics checks coating combination compression compression stress concrete conform connections construction containing Continued covers cross depth determined diameter dimensions direction distance door edge effective element end joints equal exceed face feet Figure fire flange foot grade grain greater Group holes inches joists knots laminations least length less light limited load located lumber manufacturer material maximum measured medium method moisture nominal panel parallel percent period permitted piece pine pitch placed plate plywood pounds pressure procedures requirements sample Section shear sheet shown side slope sound spaced specified square steel stiffeners strength stress structural surface Table temperature tension test specimens thickness Type U.B.C. Standard Uniform Building Code unit values weight welds wide width wire wood Zone
Bibliographic information
| Title | Uniform Building Code Standards |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1985 |
| Original from | the University of California |
| Digitized | 13 Aug 2008 |
| Length | 1258 pages |
| Export Citation | BiBTeX EndNote RefMan |