Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 170
... wide faces may increase pro- portionately from the size allowed at the edge to that allowed at the center line . 20 ... wide faces of the piece and shall not exceed one - fourth the width of the end in green material and one - third the ...
... wide faces may increase pro- portionately from the size allowed at the edge to that allowed at the center line . 20 ... wide faces of the piece and shall not exceed one - fourth the width of the end in green material and one - third the ...
Page 193
... Width of Face On Narrow Face , or at Edge of Wide Face , Middle Third of Length ON NARROW FACE At Center Line of Wide Face 234 463 10 12 14 16 5/8 1 1 % AT EDGE OF WIDE FACE 3/4 14 1 % 2 12 25 % 1 % 34 24 4 2 % 44 22 45 % Width of Narrow ...
... Width of Face On Narrow Face , or at Edge of Wide Face , Middle Third of Length ON NARROW FACE At Center Line of Wide Face 234 463 10 12 14 16 5/8 1 1 % AT EDGE OF WIDE FACE 3/4 14 1 % 2 12 25 % 1 % 34 24 4 2 % 44 22 45 % Width of Narrow ...
Page 234
... Wide Face ( inches ) 1 % 14 12 10 1 % 1 % 12 12 24 14 1 % 2 % 16 14 22 18 2 20 2 Heart Structural The sum of sizes ... edge of wide faces is the same as that per- mitted on the narrow face . The size of knots on narrow faces and at edges ...
... Wide Face ( inches ) 1 % 14 12 10 1 % 1 % 12 12 24 14 1 % 2 % 16 14 22 18 2 20 2 Heart Structural The sum of sizes ... edge of wide faces is the same as that per- mitted on the narrow face . The size of knots on narrow faces and at edges ...
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Common terms and phrases
aggregate allowable loads authority having jurisdiction average bars Beams and Stringers bending bolt BUILDING CODE STANDARD butt joints carbon dioxide cent center half center line checks compression compression members Compression Stress compressive strength concrete connector Cont'd diameter dimension distance door Douglas Fir Edge of Wide exceed Face inches feet fire fire doors flammable liquids Grade gypsum heartwood inch ½ incl installed joints Joist and Plank knots lag screw laminations less located lumber manufacturer material maximum measured metal minimum narrow face Nominal Width one-half inch one-quarter inch panel paragraph permitted piece pipe pith plates Posts and Timbers required not required shake shear side six inches sizes Slope of Grain spacing specified Splits sprinklers steel storage strength ratio stress Structural surface tank temperature tensile strength test specimen thickness tion UNIFORM BUILDING CODE valve wall Wane weight weld wide face Width of Face wood