Uniform Building Code Standards |
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Page 509
than 1 / 32 inch per foot of panel width when trimmed length and width satisfy
tolerance requirements . Squareness shall be determined in accordance with
Section 25 . 2504 ( c ) 3 . 4 . Straightness . Trimmed edges of panels 24 inches
wide or ...
than 1 / 32 inch per foot of panel width when trimmed length and width satisfy
tolerance requirements . Squareness shall be determined in accordance with
Section 25 . 2504 ( c ) 3 . 4 . Straightness . Trimmed edges of panels 24 inches
wide or ...
Page 758
WHERE : Ir = product of inertia of full section about centroidal axes parallel and
perpendicular to web , inches “ . Is = moment of inertia of full section about
centroidal axis perpendicular to web , inches . For channels and Z sections : x ...
WHERE : Ir = product of inertia of full section about centroidal axes parallel and
perpendicular to web , inches “ . Is = moment of inertia of full section about
centroidal axis perpendicular to web , inches . For channels and Z sections : x ...
Page 780
Net section . The net section of a riveted or bolted tension member shall be
determined as the sum of the net sections of its component parts . The net section
of a part is the product of the thickness of the part multiplied by its least net width .
Net section . The net section of a riveted or bolted tension member shall be
determined as the sum of the net sections of its component parts . The net section
of a part is the product of the thickness of the part multiplied by its least net width .
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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