Uniform Building Code Standards |
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Page 136
... permitted in sizes 20 inches and wider or thicker and in pieces 50 feet or longer . Assigned stress values do not apply to pieces 20 inches and larger or 50 feet and longer . Decking Sec . 25.306 . Decking shall be graded as follows : 1 ...
... permitted in sizes 20 inches and wider or thicker and in pieces 50 feet or longer . Assigned stress values do not apply to pieces 20 inches and larger or 50 feet and longer . Decking Sec . 25.306 . Decking shall be graded as follows : 1 ...
Page 178
... permitted . Splits not wider than 32 inch and vertical holes not exceeding 16 inch in diameter if not exceeding an average of one per square foot in number are permitted . Horizontal or surface tunnels limited to 16 inch across , 1 inch ...
... permitted . Splits not wider than 32 inch and vertical holes not exceeding 16 inch in diameter if not exceeding an average of one per square foot in number are permitted . Horizontal or surface tunnels limited to 16 inch across , 1 inch ...
Page 289
... permitted . ( c ) Spiral Grain . Spiral grain ( twist grain ) is permitted as follows : LENGTH OF POLE 30 feet and shorter 35 feet to 45 feet , inclusive 50 feet and longer MAXIMUM TWIST OF GRAIN PERMITTED 1 complete twist in any 10 ...
... permitted . ( c ) Spiral Grain . Spiral grain ( twist grain ) is permitted as follows : LENGTH OF POLE 30 feet and shorter 35 feet to 45 feet , inclusive 50 feet and longer MAXIMUM TWIST OF GRAIN PERMITTED 1 complete twist in any 10 ...
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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