Uniform Building Code Standards |
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Page 157
... STRUCTURAL LUMBER1 2 Inches and Larger LIMITATIONS KNOT SIZES ( Inches ) Nominal Along Width Edge Center Shakes of ... Structural 86 Dense 10 Structural 86 12 KD 14 16 18 Dense Structural 72 Dense 10 Structural 72 12 KD 14 16 18 Dense ...
... STRUCTURAL LUMBER1 2 Inches and Larger LIMITATIONS KNOT SIZES ( Inches ) Nominal Along Width Edge Center Shakes of ... Structural 86 Dense 10 Structural 86 12 KD 14 16 18 Dense Structural 72 Dense 10 Structural 72 12 KD 14 16 18 Dense ...
Page 219
... structural laminations , structural light framing or structural joists and planks grades with the additional require- ments herein specified . Coarse grain Douglas fir or larch is lumber that has less than four rings per inch and less ...
... structural laminations , structural light framing or structural joists and planks grades with the additional require- ments herein specified . Coarse grain Douglas fir or larch is lumber that has less than four rings per inch and less ...
Page 221
... Structural ; not permitted . No. 1 , firm white speck ; a combination of white speck and a knot in the same cross section shall not occupy more than one third the width or equivalent . No. 2 and No. 3 , firm white speck ; a combination ...
... Structural ; not permitted . No. 1 , firm white speck ; a combination of white speck and a knot in the same cross section shall not occupy more than one third the width or equivalent . No. 2 and No. 3 , firm white speck ; a combination ...
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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