Uniform Building Code Standards |
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Page 47
... period shall be reported as a reasonable range of values together with appropriate substantiating data . Reported ... period , a geotechnical profile representative of the site shall be prepared taking into account the variability of the ...
... period shall be reported as a reasonable range of values together with appropriate substantiating data . Reported ... period , a geotechnical profile representative of the site shall be prepared taking into account the variability of the ...
Page 401
... period of 12 days . At the end of the final drying period the total length of open glue joints ( delamination ) on the end - grain surfaces of the specimens shall be measured to the nearest 16 inch or 0.05 inch . Failure in the wood due ...
... period of 12 days . At the end of the final drying period the total length of open glue joints ( delamination ) on the end - grain surfaces of the specimens shall be measured to the nearest 16 inch or 0.05 inch . Failure in the wood due ...
Page 1097
... period . 3. After 30 minutes , some intermittent light flames ( approximately 6 inches long ) , for periods not exceeding five - minute intervals , may occur along the edges of doors . 4. Light flaming may occur during the last 15 ...
... period . 3. After 30 minutes , some intermittent light flames ( approximately 6 inches long ) , for periods not exceeding five - minute intervals , may occur along the edges of doors . 4. Light flaming may occur during the last 15 ...
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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