Uniform Building Code, Volume 8International Conference of Building Officials, 1967 - Building laws |
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Page 97
... knot . In compression members with greater width than thickness , the sizes of knots in both the narrow and the wide faces are allowed up to the size permitted in the wide face . The sum of the sizes of all knots in any six inches ( 6 ...
... knot . In compression members with greater width than thickness , the sizes of knots in both the narrow and the wide faces are allowed up to the size permitted in the wide face . The sum of the sizes of all knots in any six inches ( 6 ...
Page 144
... Knots at edges of wide faces limited to size as on adjacent narrow face . Sum of diameters of knots in center 1⁄2 not to exceed width of face . Knot sizes on nar- row faces and at edge of wide faces may increase proportionately from ...
... Knots at edges of wide faces limited to size as on adjacent narrow face . Sum of diameters of knots in center 1⁄2 not to exceed width of face . Knot sizes on nar- row faces and at edge of wide faces may increase proportionately from ...
Page 156
... knots at center line of wide face . Sum of size of all knots within mid- dle 1⁄2 of length of any face shall not exceed 4 times the size of largest knot allowed on that face . Loose or unsound knots which do not materially impair ...
... knots at center line of wide face . Sum of size of all knots within mid- dle 1⁄2 of length of any face shall not exceed 4 times the size of largest knot allowed on that face . Loose or unsound knots which do not materially impair ...
Contents
ternational Conference of Building Officials | 16 |
CHAPTER | 29 |
CHAPTER 24 | 50 |
Copyright | |
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Common terms and phrases
adhesive aggregate allowable load applied approximately average beams bending bolt BUILDING CODE STANDARD butt joints cement cent Characteristics and limiting compression members compressive strength concrete conform connector construction Continued diameter dimension distance Douglas fir Eastern Hemlock edge end joints exceed feet fire flammable liquids flange grade gypsum holes installed Joists and Planks knots lag screw laminations length less located lumber masonry maximum minimum mortar nails narrow face nominal one-half inch panel parallel to grain permitted piece Pine pipe pitch pockets pitch streaks plates plywood portland cement pounds per square pozzolan requirements sample scarf joints shake shear shear strength side slope of grain spaced specified splice splits sprinklers square inch steel storage strength ratio stress Structural surface Table tanks temperature tensile strength tension test specimens thickness tion U.B.C. Standard Uniform Building Code valve veneer Volume I Sec weight welds wide face wire wood