Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
From inside the book
Results 1-3 of 61
Page 65
... direction of the board and three at right angles thereto shall be tested . The transverse breaking load in each direction is the average of three specimens taken from that direction . F - 2d . Deflection test . - Maximum deflection ...
... direction of the board and three at right angles thereto shall be tested . The transverse breaking load in each direction is the average of three specimens taken from that direction . F - 2d . Deflection test . - Maximum deflection ...
Page 242
... Direction of Load Angle e Direction of Grain Fig . 23 600 - N - 1 . Allowable bolt loads acting in a direction inclined to grain shall be determined from the Hankinson formula which for total bolt loads , may be stated as follows : N ...
... Direction of Load Angle e Direction of Grain Fig . 23 600 - N - 1 . Allowable bolt loads acting in a direction inclined to grain shall be determined from the Hankinson formula which for total bolt loads , may be stated as follows : N ...
Page 353
... Direction = C.W Shear for Slab Strip V Shear for Beam V = CoW In L Direction V1 = CaWi V1 = Cb1W , For spans where the end moments are unbalanced , shear values at any section shall be adjusted in accordance with Section 2614 of the ...
... Direction = C.W Shear for Slab Strip V Shear for Beam V = CoW In L Direction V1 = CaWi V1 = Cb1W , For spans where the end moments are unbalanced , shear values at any section shall be adjusted in accordance with Section 2614 of the ...
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