Uniform Building Code Standards |
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Page 53
... greater than 11⁄2 square inches . CORES are void spaces having a gross cross - sectional area equal to or less than ... greater than 1 square inch in cored shells shall be not less than 1⁄2 inch from any edge . Cores not greater than 1 ...
... greater than 11⁄2 square inches . CORES are void spaces having a gross cross - sectional area equal to or less than ... greater than 1 square inch in cored shells shall be not less than 1⁄2 inch from any edge . Cores not greater than 1 ...
Page 314
... greater than the diameter of the wire . ( c ) Copper . Copper nails shall contain a minimum of 98 percent pure copper . Copper nails shall withstand , without fracture , cold bending through 180 degrees over a diameter not greater than ...
... greater than the diameter of the wire . ( c ) Copper . Copper nails shall contain a minimum of 98 percent pure copper . Copper nails shall withstand , without fracture , cold bending through 180 degrees over a diameter not greater than ...
Page 815
... greater than 63.3 / VF , but not greater than 144 / VF ̧ : * Fc = Fy [ 0.767 ( 2.64 / 103 ) ( w / t ) VF } ] 3. For w / t ratio greater than 144 / VF , but not greater than 25 : Fc = 8000 / ( w / t ) 2 4. For w / t from 25 to 60 ...
... greater than 63.3 / VF , but not greater than 144 / VF ̧ : * Fc = Fy [ 0.767 ( 2.64 / 103 ) ( w / t ) VF } ] 3. For w / t ratio greater than 144 / VF , but not greater than 25 : Fc = 8000 / ( w / t ) 2 4. For w / t from 25 to 60 ...
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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