Uniform Building Code Standards |
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Page 741
... considered as remaining in effect indefinitely unless ( 1 ) the welder is not engaged in a given process of welding ... considered as qualification to weld any of the other steels . B. A welding operator qualified with an approved ...
... considered as remaining in effect indefinitely unless ( 1 ) the welder is not engaged in a given process of welding ... considered as qualification to weld any of the other steels . B. A welding operator qualified with an approved ...
Page 747
... considered as qualification to tack weld any of the other steels . B. A tacker qualified for shielded metal arc welding with an electrode identified in Table No. 27-6 - L shall be considered to tack weld with any other electrode in the ...
... considered as qualification to tack weld any of the other steels . B. A tacker qualified for shielded metal arc welding with an electrode identified in Table No. 27-6 - L shall be considered to tack weld with any other electrode in the ...
Page 849
... considered as a " stiffened compression element " it shall be stif- fened along each longitudinal edge parallel to the direction of stress by a web , lip or other stiffening element having the following minimum moment of inertia : ( 27 ...
... considered as a " stiffened compression element " it shall be stif- fened along each longitudinal edge parallel to the direction of stress by a web , lip or other stiffening element having the following minimum moment of inertia : ( 27 ...
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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