Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 139
... measured as specified by paragraphs 13 and 14 for the face under consideration , shall not exceed four and one ... Measured as described in para- graphs 16 to 18 , 1 / 10th width of end when measured green . 31. Wane . One - sixth the ...
... measured as specified by paragraphs 13 and 14 for the face under consideration , shall not exceed four and one ... Measured as described in para- graphs 16 to 18 , 1 / 10th width of end when measured green . 31. Wane . One - sixth the ...
Page 145
... Measured as described in para- graphs 81 to 83 , one - third width of end when measured green . 94. Wane . One - eighth the width of the face of piece . 95. Heartwood . If specified , 85 per cent of each piece is heartwood , measured as ...
... Measured as described in para- graphs 81 to 83 , one - third width of end when measured green . 94. Wane . One - eighth the width of the face of piece . 95. Heartwood . If specified , 85 per cent of each piece is heartwood , measured as ...
Page 162
... measured . Measure least dimension . Not measured . 12 10 Measure least Not dimension . measured . Measure least dimension Not measured- 13 section on the wide face on which they occur . ( Knot 5 is measured on wide face only . ) ( b ) ...
... measured . Measure least dimension . Not measured . 12 10 Measure least Not dimension . measured . Measure least dimension Not measured- 13 section on the wide face on which they occur . ( Knot 5 is measured on wide face only . ) ( b ) ...
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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