Uniform Building Code Standards |
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Page 468
... REQUIREMENTS ( Continued ) PORTLAND CEMENT TYPES OPTIONAL REQUIREMENTS5 1 IA False set , final penetration , min . , percent 50 50 5 = ΜΙΑ IIIA IV V 50 50 50 50 50 50 Heat of hydration : 7 days , max . , cal / g 706 706 28 days , max ...
... REQUIREMENTS ( Continued ) PORTLAND CEMENT TYPES OPTIONAL REQUIREMENTS5 1 IA False set , final penetration , min . , percent 50 50 5 = ΜΙΑ IIIA IV V 50 50 50 50 50 50 Heat of hydration : 7 days , max . , cal / g 706 706 28 days , max ...
Page 471
... requirements given in Table No. 26-1 - C . POZZOLAN is a siliceous or siliceous and aluminous material , which in ... requirement and one of the alternative strength requirement of 471 1982 EDITION 26-1.
... requirements given in Table No. 26-1 - C . POZZOLAN is a siliceous or siliceous and aluminous material , which in ... requirement and one of the alternative strength requirement of 471 1982 EDITION 26-1.
Page 541
... requirements for this class as given in this part . This class fly ash has pozzolanic properties . Class C. Fly ash normally produced from lignite or subbituminous coal that meets the applicable requirements for this class as given in ...
... requirements for this class as given in this part . This class fly ash has pozzolanic properties . Class C. Fly ash normally produced from lignite or subbituminous coal that meets the applicable requirements for this class as given in ...
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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