Uniform Building Code Standards |
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Page 135
... width 11⁄4 " in 6 " width 15 % " in 8 " width 2 " in 10 " width 23 % " in 12 " width 21⁄2 " in 14 " width 234 " in 16 " width 3 " in 18 " width In rectangular sizes the wider face determines the size of knots . Proportionately larger ...
... width 11⁄4 " in 6 " width 15 % " in 8 " width 2 " in 10 " width 23 % " in 12 " width 21⁄2 " in 14 " width 234 " in 16 " width 3 " in 18 " width In rectangular sizes the wider face determines the size of knots . Proportionately larger ...
Page 179
... width of all knots and knotholes occurring wholly within the section does not exceed 10 inches in a 48 - inch width and proportionately for other widths is also permitted . Knotholes up to 21⁄2 inches across the grain , an occasional ...
... width of all knots and knotholes occurring wholly within the section does not exceed 10 inches in a 48 - inch width and proportionately for other widths is also permitted . Knotholes up to 21⁄2 inches across the grain , an occasional ...
Page 809
... width ratio . b 326 t 64.9 ( w / t ) Vf b = effective design width , inches . f = actual unit stress in the compression element computed on the basis of the effective design width , ksi . ( c ) Multiple - stiffened Elements , and Wide ...
... width ratio . b 326 t 64.9 ( w / t ) Vf b = effective design width , inches . f = actual unit stress in the compression element computed on the basis of the effective design width , ksi . ( c ) Multiple - stiffened Elements , and Wide ...
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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