Uniform Building Code Standards |
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Page 398
... Stress . Bending stress shall be calculated using the following formula . This stress includes the bending due to the axial load through the initial transverse load deflection . fo mar = 1.5wL2 + PAmax S1 WHERE : fb max = applied ...
... Stress . Bending stress shall be calculated using the following formula . This stress includes the bending due to the axial load through the initial transverse load deflection . fo mar = 1.5wL2 + PAmax S1 WHERE : fb max = applied ...
Page 702
... 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 : WHERE : Fy = Fbw = [ 1.21 0.00034 ( h ...
... 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 : WHERE : Fy = Fbw = [ 1.21 0.00034 ( h ...
Page 750
... stress in compression that is permitted by this specification where bending stress only exists ( Sections 27.1007 , 27.1008 and 27.1009 ) , ksi . = maximum bending stress in compression permitted where bending stress only exists and the ...
... stress in compression that is permitted by this specification where bending stress only exists ( Sections 27.1007 , 27.1008 and 27.1009 ) , ksi . = maximum bending stress in compression permitted where bending stress only exists and the ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone