Uniform Building Code Standards |
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Page 367
... containing a butt joint in any lamination shall be determined by ignoring the butted lamination and any other lamination containing a butt joint closer than 50 times the lamination thickness . ( e ) Deflection . The deflection of curved ...
... containing a butt joint in any lamination shall be determined by ignoring the butted lamination and any other lamination containing a butt joint closer than 50 times the lamination thickness . ( e ) Deflection . The deflection of curved ...
Page 535
... containing the admixture under test shall be calculated as a percentage of the compressive strength of the reference concrete as follows : Divide the average compressive strength of the specimens made from the concrete containing the ...
... containing the admixture under test shall be calculated as a percentage of the compressive strength of the reference concrete as follows : Divide the average compressive strength of the specimens made from the concrete containing the ...
Page 540
... containing the reference admixture at the same test age . ( e ) Flexural Strength . The flexural strength at any test age of concrete containing the admixture under test shall be not less than 90 percent of that of similar concrete ...
... containing the reference admixture at the same test age . ( e ) Flexural Strength . The flexural strength at any test age of concrete containing the admixture under test shall be not less than 90 percent of that of similar concrete ...
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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