Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 109
... Slope of Grain . - Table 1 gives strength ratios for Slope of stress in extreme fiber in bending for various values of Grain slopes of grain . B. Knots . Strength ratios for various combinations of Knots size of knot and width of face ...
... Slope of Grain . - Table 1 gives strength ratios for Slope of stress in extreme fiber in bending for various values of Grain slopes of grain . B. Knots . Strength ratios for various combinations of Knots size of knot and width of face ...
Page 190
... Slope of grain shall be measured over a distance suffi- ciently great to determine the general slope , disregarding slight local deviations . Within the middle half of length of piece , slope of grain shall not be steeper than specified ...
... Slope of grain shall be measured over a distance suffi- ciently great to determine the general slope , disregarding slight local deviations . Within the middle half of length of piece , slope of grain shall not be steeper than specified ...
Page 299
... Grain a . All slope of grain requirements shall be applied to the full length of the piece . Local slope of grain deviation shall be disregarded . b . Members stressed principally in bending . 1. The slope of grain requirements of the ...
... Grain a . All slope of grain requirements shall be applied to the full length of the piece . Local slope of grain deviation shall be disregarded . b . Members stressed principally in bending . 1. The slope of grain requirements of the ...
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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