Uniform Building Code Standards |
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Page 96
... strength and stiffness values to a fiber strength in bending of the percentage indicated of that allowed for clear , straight - grained wood . 2-4 Inches Thick , 2-4 Inches Wide STRUCTURAL LIGHT FRAMING Grade Name ( and Abbreviation ) ...
... strength and stiffness values to a fiber strength in bending of the percentage indicated of that allowed for clear , straight - grained wood . 2-4 Inches Thick , 2-4 Inches Wide STRUCTURAL LIGHT FRAMING Grade Name ( and Abbreviation ) ...
Page 579
... strength test is deposited shall be recorded . To conform to the requirements of this standard , the average of all the strength tests representing each class of concrete shall be sufficient to ensure that the following require- ments ...
... strength test is deposited shall be recorded . To conform to the requirements of this standard , the average of all the strength tests representing each class of concrete shall be sufficient to ensure that the following require- ments ...
Page 592
... strength has been attained by cold working . They shall be designed in accordance with this part to develop the ... strength of 50,000 psi . The design of web sections for H - Series joists shall be based on a yield strength of either ...
... strength has been attained by cold working . They shall be designed in accordance with this part to develop the ... strength of 50,000 psi . The design of web sections for H - Series joists shall be based on a yield strength of either ...
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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