Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 265
... lag screw ( lag bolt ) joints using stress - grade lumber and the lag screws defined herein , the provisions of this Standard and the tabulated values herein apply . 700 - Provisions Applicable to Both Withdrawal and Lateral Resistance ...
... lag screw ( lag bolt ) joints using stress - grade lumber and the lag screws defined herein , the provisions of this Standard and the tabulated values herein apply . 700 - Provisions Applicable to Both Withdrawal and Lateral Resistance ...
Page 266
... Lag Screw 701 - A . Tensile Strength of Lag Screw 701 - B . Allowable Withdrawal Load in Side Grain 700 - G - 1 . Allowable loads given herein apply for joints used indoors or in a location always dry . 700 - G - 2 . Where joints are to ...
... Lag Screw 701 - A . Tensile Strength of Lag Screw 701 - B . Allowable Withdrawal Load in Side Grain 700 - G - 1 . Allowable loads given herein apply for joints used indoors or in a location always dry . 700 - G - 2 . Where joints are to ...
Page 494
... screw holes ; for sizes two and one - half inch ( 21⁄2 " ) to eight - inch ( 8 ′′ ) not less than three holes ... Lag Screw % x 2 in . 4 in . , 5 in . , 6 in . Lag Screw 2 x 2 in . 8 in . Lag Screw % x 2 in . Pipe Size 4 Screw Flanges Up ...
... screw holes ; for sizes two and one - half inch ( 21⁄2 " ) to eight - inch ( 8 ′′ ) not less than three holes ... Lag Screw % x 2 in . 4 in . , 5 in . , 6 in . Lag Screw 2 x 2 in . 8 in . Lag Screw % x 2 in . Pipe Size 4 Screw Flanges Up ...
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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