Uniform Building Code Standards |
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Page 90
... nominal thickness and 2 or more inches in nominal width . Boards less than 6 inches may be classified as strips . 2. Dimension . Lumber from 2 inches to , but not including , 5 inches in nominal width . Dimension may be classified as ...
... nominal thickness and 2 or more inches in nominal width . Boards less than 6 inches may be classified as strips . 2. Dimension . Lumber from 2 inches to , but not including , 5 inches in nominal width . Dimension may be classified as ...
Page 506
... nominal diameter of the bar . The minimum height and minimum projected area of the deformations shall conform to the ... nominal diameter specified in Table No. 26-7 - F shall not exceed +0.030 , -0.010 inch . For Type II bars , the ...
... nominal diameter of the bar . The minimum height and minimum projected area of the deformations shall conform to the ... nominal diameter specified in Table No. 26-7 - F shall not exceed +0.030 , -0.010 inch . For Type II bars , the ...
Page 1247
... nominal thickness of 2 inch and with permissible local variations of inch from the nominal thickness . ( c ) Width . The nominal width of gypsum backing board shall be 16 inches , 24 inches , 32 inches or 48 inches , with permissible ...
... nominal thickness of 2 inch and with permissible local variations of inch from the nominal thickness . ( c ) Width . The nominal width of gypsum backing board shall be 16 inches , 24 inches , 32 inches or 48 inches , with permissible ...
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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