Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 256
... group of wood member loading in inches Group A * Group B * Group C * Group D * Normal 4 inches or less Over 4 inches .. 1960 1670 1375 1080 1540 1330 1080 875 Perma- 4 inches or less 1750 1500 1250 1000 nent . Over 4 inches .. 1420 1210 ...
... group of wood member loading in inches Group A * Group B * Group C * Group D * Normal 4 inches or less Over 4 inches .. 1960 1670 1375 1080 1540 1330 1080 875 Perma- 4 inches or less 1750 1500 1250 1000 nent . Over 4 inches .. 1420 1210 ...
Page 263
... Group Group Group Group A с D woods * woods * woods * woods * Loaded - edge- distance ( edge A toward which woods connector Group Group B C D woods woods * woods . 1 1 % min . 24 min . 4,320 24 min . 2,510 3,700 2,150 1,790 1,540 3,080 ...
... Group Group Group Group A с D woods * woods * woods * woods * Loaded - edge- distance ( edge A toward which woods connector Group Group B C D woods woods * woods . 1 1 % min . 24 min . 4,320 24 min . 2,510 3,700 2,150 1,790 1,540 3,080 ...
Page 666
... Group 2 Ammonia ... Dichloroethylene Ethyl chloride Methyl chloride ... Methyl formate Sulphur dioxide .... 5.1.3 Group 3 Butane .. Ethane Ethylene Isobutane Propane ..... ............ CHCIF , ..CCI , F ..C , Cl , F , ..NH , .C2H2Cl2 ...
... Group 2 Ammonia ... Dichloroethylene Ethyl chloride Methyl chloride ... Methyl formate Sulphur dioxide .... 5.1.3 Group 3 Butane .. Ethane Ethylene Isobutane Propane ..... ............ CHCIF , ..CCI , F ..C , Cl , F , ..NH , .C2H2Cl2 ...
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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