Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
From inside the book
Results 1-3 of 84
Page 104
... table 2 , according to width of face and the strength ratio for stress in extreme fiber , as specified in par . 100. ) Along center line of wide face 2 INCHES ( Find sizes from table 3 , according to width of face and the strength ratio ...
... table 2 , according to width of face and the strength ratio for stress in extreme fiber , as specified in par . 100. ) Along center line of wide face 2 INCHES ( Find sizes from table 3 , according to width of face and the strength ratio ...
Page 116
... TABLE 7. - STRENGTH RATIOS CORRESPONDING TO VARIOUS WIDTHS OF WANE Beams and Stringers .. Joist and Plank .. Posts and Timbers .. Strength Ratios for Stress in Extreme Fiber in Bending ( Strength Ratios for Stress in Compression ...
... TABLE 7. - STRENGTH RATIOS CORRESPONDING TO VARIOUS WIDTHS OF WANE Beams and Stringers .. Joist and Plank .. Posts and Timbers .. Strength Ratios for Stress in Extreme Fiber in Bending ( Strength Ratios for Stress in Compression ...
Page 326
... Table II . ( b ) The yield point shall be determined by the drop of the beam or halt in the gage of the testing machine . ( c ) For plain bars over three - quarters inch ( 4 " ) in diameter , a deduction from the percentages of ...
... Table II . ( b ) The yield point shall be determined by the drop of the beam or halt in the gage of the testing machine . ( c ) For plain bars over three - quarters inch ( 4 " ) in diameter , a deduction from the percentages of ...
Other editions - View all
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