Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
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Page 163
... section between lines parallel to the edges of the narrow face on which they occur . ( Knot 5 not measured on narrow face . ) ( c ) Spiked knots ( 10-11-12-13 ) with the end section on one face and the lengthwise section on an adjacent ...
... section between lines parallel to the edges of the narrow face on which they occur . ( Knot 5 not measured on narrow face . ) ( c ) Spiked knots ( 10-11-12-13 ) with the end section on one face and the lengthwise section on an adjacent ...
Page 297
... section providing that all laminations at a single cross section having such joints are disregarded in computing the moment of inertia . Butt joints in ad- jacent laminations shall be spaced at least ten times the lamination thickness ...
... section providing that all laminations at a single cross section having such joints are disregarded in computing the moment of inertia . Butt joints in ad- jacent laminations shall be spaced at least ten times the lamination thickness ...
Page 422
... section of the members ( or net section where the use of a net section is customary ) except where the use of a reduced cross - section , or " effective design width , " is required by the provisions of Sections 2.3.1 and 2.3.5 of this ...
... section of the members ( or net section where the use of a net section is customary ) except where the use of a reduced cross - section , or " effective design width , " is required by the provisions of Sections 2.3.1 and 2.3.5 of this ...
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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