Uniform Building Code Standards |
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Page 125
... length . SMALL PITCH POCKET , not over 1⁄2 inch in width and not over 4 inches in length , or not over 1/4 inch in width and not over 2 inches in length . MEDIUM PITCH POCKET , not over 1⁄2 inch in width and not over 8 inches in length ...
... length . SMALL PITCH POCKET , not over 1⁄2 inch in width and not over 4 inches in length , or not over 1/4 inch in width and not over 2 inches in length . MEDIUM PITCH POCKET , not over 1⁄2 inch in width and not over 8 inches in length ...
Page 147
... length or 16 - inch scant full length ; medium cup ; crook as shown in Table No. 25-1 - F ; wane on back , two thirds the thickness , one fourth the width , one half the length or equivalent in an occasional piece ; split one sixth the ...
... length or 16 - inch scant full length ; medium cup ; crook as shown in Table No. 25-1 - F ; wane on back , two thirds the thickness , one fourth the width , one half the length or equivalent in an occasional piece ; split one sixth the ...
Page 509
... length multiplied by the effective throat thickness . The effective weld length of flare - bevel- and flare - V - groove welds shall be the overall length of the full - size flare - bevel- or flare - V - groove weld . No deduction in ...
... length multiplied by the effective throat thickness . The effective weld length of flare - bevel- and flare - V - groove welds shall be the overall length of the full - size flare - bevel- or flare - V - groove weld . No deduction in ...
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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