Uniform Building Code Standards |
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Page 53
... square inches . CORES are void spaces having a gross cross - sectional area equal to or less than 11⁄2 square inches ... inch from any edge of the brick , except for cored - shell hollow brick and double - shell hollow brick . Cores greater ...
... square inches . CORES are void spaces having a gross cross - sectional area equal to or less than 11⁄2 square inches ... inch from any edge of the brick , except for cored - shell hollow brick and double - shell hollow brick . Cores greater ...
Page 111
... inch wide and occupies on face surface not over 1/4 square inch ( 8 inch wide by 2 inches long , or 16 inch by 4 inches ) . ( ii ) Small pith occupies not over 4 square inch ( 1⁄4 inch by 3 inches , 16 inch by 4 inches , 8 inch by 6 inches ...
... inch wide and occupies on face surface not over 1/4 square inch ( 8 inch wide by 2 inches long , or 16 inch by 4 inches ) . ( ii ) Small pith occupies not over 4 square inch ( 1⁄4 inch by 3 inches , 16 inch by 4 inches , 8 inch by 6 inches ...
Page 191
... foot . L = diaphragm length , in feet . b = diaphragm width , in feet . E = elastic modulus of chords , in pounds per square inch . A = area of chord cross section , in square inches . G = t = en = Σ ( Δ.Χ ) modulus of rigidity of ...
... foot . L = diaphragm length , in feet . b = diaphragm width , in feet . E = elastic modulus of chords , in pounds per square inch . A = area of chord cross section , in square inches . G = t = en = Σ ( Δ.Χ ) modulus of rigidity of ...
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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