Uniform Building Code Standards |
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Page 270
... determined by assay or by gage . Where retention by assay is specified , the retention shall be determined by extraction or analysis of the treated wood . The retention of waterborne salt preservatives shall be not less than indicated ...
... determined by assay or by gage . Where retention by assay is specified , the retention shall be determined by extraction or analysis of the treated wood . The retention of waterborne salt preservatives shall be not less than indicated ...
Page 456
... determined by calculation based on the weight and volume of specimens after conditioning . 4. Bonding system durability . Accelerated aging tests shall be used to determine the durability of the bonding system . 5. Modulus of rupture ...
... determined by calculation based on the weight and volume of specimens after conditioning . 4. Bonding system durability . Accelerated aging tests shall be used to determine the durability of the bonding system . 5. Modulus of rupture ...
Page 961
... determined by Penetration Test - Asphaltic Material in Coating . See Section 32.313 . The coating shall be uniformly ... determined at the factory , the amount of coating may be determined at the roofing machine . If determined at the ...
... determined by Penetration Test - Asphaltic Material in Coating . See Section 32.313 . The coating shall be uniformly ... determined at the factory , the amount of coating may be determined at the roofing machine . If determined at the ...
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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