Uniform Building Code Standards |
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Page 307
... direction of laminations , design values shall be determined in accordance with this subsection . The following definitions and notations apply to this subsection : AXIS OF CUT defines the direction of a sloping surface relative to the ...
... direction of laminations , design values shall be determined in accordance with this subsection . The following definitions and notations apply to this subsection : AXIS OF CUT defines the direction of a sloping surface relative to the ...
Page 308
... direction of the wood fibers ( i.e. , the acute angle between the axis of cut and the general direction of the fibers . ( Sometimes called the slope of the cut . ) ( See Figures Nos . 25-17-5 through 25-17-10 . ) → = the angle between ...
... direction of the wood fibers ( i.e. , the acute angle between the axis of cut and the general direction of the fibers . ( Sometimes called the slope of the cut . ) ( See Figures Nos . 25-17-5 through 25-17-10 . ) → = the angle between ...
Page 367
... Direction of Grain . All plywood and lumber having its grain parallel with the direction of stress shall be considered effective in resisting the stress , except for spaced - rib panels which should be as outlined in Part I of this ...
... Direction of Grain . All plywood and lumber having its grain parallel with the direction of stress shall be considered effective in resisting the stress , except for spaced - rib panels which should be as outlined in Part I of this ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone