Uniform Building Code Standards |
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Page 101
... limited to a displacement of approxi- mately one half the cross section . Manufacture - Standard " F. " Pitch and pitch streaks - Not limited . Pockets , pitch or bark - Not limited . Shake - Surface shakes permitted . If through at ...
... limited to a displacement of approxi- mately one half the cross section . Manufacture - Standard " F. " Pitch and pitch streaks - Not limited . Pockets , pitch or bark - Not limited . Shake - Surface shakes permitted . If through at ...
Page 156
... limited to 1 " in 10 " . Holes medium if well scattered . Knots sound , firm , encased and pith knots , which in the ... limited . Pith not limited . Shakes , checks and splits , splits not longer than thickness of piece ; shakes and ...
... limited to 1 " in 10 " . Holes medium if well scattered . Knots sound , firm , encased and pith knots , which in the ... limited . Pith not limited . Shakes , checks and splits , splits not longer than thickness of piece ; shakes and ...
Page 159
... limited to % of length decrease in length ; large pitch pockets ; shakes proportion to depth at ends limited to 1⁄2 the thickness . increase . Shakes away from ends limited to 2 ' in length , none through . Splits not longer than width ...
... limited to % of length decrease in length ; large pitch pockets ; shakes proportion to depth at ends limited to 1⁄2 the thickness . increase . Shakes away from ends limited to 2 ' in length , none through . Splits not longer than width ...
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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