Uniform Building Code Standards |
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Page 392
... formula : M = 211 WHERE : M = resisting moment in inch - pounds . t = allowable working stress in pounds per square inch in tension parallel to the grain of the flange lumber . Also see Section 25.1815 ( a ) 3 and 5 . I = net moment of ...
... formula : M = 211 WHERE : M = resisting moment in inch - pounds . t = allowable working stress in pounds per square inch in tension parallel to the grain of the flange lumber . Also see Section 25.1815 ( a ) 3 and 5 . I = net moment of ...
Page 396
... formula : A1 + A12 = P Fe WHERE : A1 A2 F P = = = = parallel - grain area of outside ( top ) skin in in.2 / ft . of width . parallel - grain area of inside ( bottom ) skin in in.2 / ft . axial load in pounds per foot of panel width ...
... formula : A1 + A12 = P Fe WHERE : A1 A2 F P = = = = parallel - grain area of outside ( top ) skin in in.2 / ft . of width . parallel - grain area of inside ( bottom ) skin in in.2 / ft . axial load in pounds per foot of panel width ...
Page 398
... 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 bending stress in the facings . ( g ) Combined Stress . Maximum ...
... 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 bending stress in the facings . ( g ) Combined Stress . Maximum ...
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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