Uniform Building Code Standards |
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Page 398
This stress includes the bending due to the axial load through the initial
transverse load deflection . 1 . 5wĽ + PAmar fomar = S , WHERE : fo mar =
applied bending stress in the facings . ( g ) Combined Stress . Maximum
combined stress will ...
This stress includes the bending due to the axial load through the initial
transverse load deflection . 1 . 5wĽ + PAmar fomar = S , WHERE : fo mar =
applied bending stress in the facings . ( g ) Combined Stress . Maximum
combined stress will ...
Page 702
The compressive stress in a flat web that results from bending in its plane ,
computed on the basis of the effective compression flange area and the full web
area , shall not exceed the following allowable stress : Fbw = [ 1 . 21 – 0 . 00034 (
h / t ) ...
The compressive stress in a flat web that results from bending in its plane ,
computed on the basis of the effective compression flange area and the full web
area , shall not exceed the following allowable stress : Fbw = [ 1 . 21 – 0 . 00034 (
h / t ) ...
Page 750
F = maximum bending unit stress in compression that is permitted by this
specification where bending stress only exists ( Sections 27 . 1007 , 27 . 1008
and 27 . 1009 ) , ksi . F , = maximum bending stress in compression permitted
where ...
F = maximum bending unit stress in compression that is permitted by this
specification where bending stress only exists ( Sections 27 . 1007 , 27 . 1008
and 27 . 1009 ) , ksi . F , = maximum bending stress in compression permitted
where ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
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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