Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 391
... requiring a tensile strength in excess of 70,000 psi . ( b ) Eight grades of ... required to be mechanically tested nor heat treated , except as conditionally provided . Grades N - 2 and N - 3 , not ... REQUIREMENTS Carbon , " Manga- nese ...
... requiring a tensile strength in excess of 70,000 psi . ( b ) Eight grades of ... required to be mechanically tested nor heat treated , except as conditionally provided . Grades N - 2 and N - 3 , not ... REQUIREMENTS Carbon , " Manga- nese ...
Page 404
... not required not required not required F F V and OH not required not required F V and OH not required H not required not required not required not required F F not required not required not required not required F F V and OH F not ...
... not required not required not required F F V and OH not required not required F V and OH not required H not required not required not required not required F F not required not required not required not required F F V and OH F not ...
Page 443
... Not required Not required 2 . TREATMENT 2.1 Manner of Treatment 2.3 Pressure - lb. - Max . 200 200 6 22 13 18 Not required 200 C2-51 - PRESERVATIVE TREATMENT ( Continued ) SOUTHERN PINE PONDEROSA. C2-51 - STANDARD FOR THE PRESERVATIVE ...
... Not required Not required 2 . TREATMENT 2.1 Manner of Treatment 2.3 Pressure - lb. - Max . 200 200 6 22 13 18 Not required 200 C2-51 - PRESERVATIVE TREATMENT ( Continued ) SOUTHERN PINE PONDEROSA. C2-51 - STANDARD FOR THE PRESERVATIVE ...
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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