Uniform Building Code Standards |
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Page 205
... cross grain plus localized cross grain not associated with a knot , or localized cross grain not associated with a knot may occupy up to one - third of the cross section . ) ( iii ) The general slope of grain shall not exceed 1:12 ...
... cross grain plus localized cross grain not associated with a knot , or localized cross grain not associated with a knot may occupy up to one - third of the cross section . ) ( iii ) The general slope of grain shall not exceed 1:12 ...
Page 210
... cross section shall have at least two - thirds clear wood free of strength - reducing characteristics with a slope of grain no steeper than 1:12 . ( Knots plus associated localized cross grain , or knots plus associated localized cross ...
... cross section shall have at least two - thirds clear wood free of strength - reducing characteristics with a slope of grain no steeper than 1:12 . ( Knots plus associated localized cross grain , or knots plus associated localized cross ...
Page 1176
... cross runners , wall molding , splines or nailing bars of various lengths shall not exceed the values shown in Table No. 47-18 - B . Main runners , cross runners , wall moldings , splines or nailing bars of ceiling suspension systems ...
... cross runners , wall molding , splines or nailing bars of various lengths shall not exceed the values shown in Table No. 47-18 - B . Main runners , cross runners , wall moldings , splines or nailing bars of ceiling suspension systems ...
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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