Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 104
... width of face and the strength ratio for stress in extreme fiber as specified in par . 100. ) Nominal width of face or end In green piece 3 INCHES 5 10 Etc. 4 INCHES ( Find sizes from section A of table 5 , according to width of end and ...
... width of face and the strength ratio for stress in extreme fiber as specified in par . 100. ) Nominal width of face or end In green piece 3 INCHES 5 10 Etc. 4 INCHES ( Find sizes from section A of table 5 , according to width of end and ...
Page 219
... nominal width shall not extend over one- half inch ( 1⁄2 " ) into the thickness ; firm red heart ; medium stain ; slope of grain not to exceed one inch ( 1 " ) in ten inches ( 10 ′′ ) of length ; wane averaging one - quarter the ...
... nominal width shall not extend over one- half inch ( 1⁄2 " ) into the thickness ; firm red heart ; medium stain ; slope of grain not to exceed one inch ( 1 " ) in ten inches ( 10 ′′ ) of length ; wane averaging one - quarter the ...
Page 223
... nominal dimensions of seven inches ( 7 " ) and less , and three - eighths inch ( % " ) on nominal dimensions above ... width , grades for posts and timbers shall be used unless otherwise specified . When such faces are of unequal nominal ...
... nominal dimensions of seven inches ( 7 " ) and less , and three - eighths inch ( % " ) on nominal dimensions above ... width , grades for posts and timbers shall be used unless otherwise specified . When such faces are of unequal nominal ...
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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