Uniform Building Code Standards |
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Page 208
... apply . Pieces containing wide - ringed or lightweight pith - associated wood at the ends of the piece occupying over one eighth of the cross section shall be excluded . ( The next inch of wood outside the area of the pith - associated ...
... apply . Pieces containing wide - ringed or lightweight pith - associated wood at the ends of the piece occupying over one eighth of the cross section shall be excluded . ( The next inch of wood outside the area of the pith - associated ...
Page 223
... apply to hardwoods . Combinations A and B. The tension lamination requirements of Section 25. 1009 ( f ) 1 , U.B.C. Standard No. 25-10 , for 2400f . bending stress apply . In addition , any cross section containing an edge knot must ...
... apply to hardwoods . Combinations A and B. The tension lamination requirements of Section 25. 1009 ( f ) 1 , U.B.C. Standard No. 25-10 , for 2400f . bending stress apply . In addition , any cross section containing an edge knot must ...
Page 306
... apply for lumber so treated and not dried after treatment , the requirements of the second paragraph of this subsection shall apply . ( c ) Condition of Loading . Where a connector joint is fully loaded to the maximum allowable load for ...
... apply for lumber so treated and not dried after treatment , the requirements of the second paragraph of this subsection shall apply . ( c ) Condition of Loading . Where a connector joint is fully loaded to the maximum allowable load for ...
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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