Uniform Building Code, Volume 3International Conference of Building Officials, 1952 - Building laws |
From inside the book
Results 1-3 of 93
Page 123
... Stress Values ( Cont'd . ) Modulus of Elasticity . Modulus of elasticity in bending is a physical constant , and the average value from laboratory tests of green material has been commonly used for design . No change is recommended ...
... Stress Values ( Cont'd . ) Modulus of Elasticity . Modulus of elasticity in bending is a physical constant , and the average value from laboratory tests of green material has been commonly used for design . No change is recommended ...
Page 136
... stress - grade . Each stress - grade shall be repre- sentative , however , and not made up of either high or low line pieces . 5. Tidewater Red Cypress Structural lumber is classified into ( a ) Joist & Plank , ( b ) Beams & Stringers ...
... stress - grade . Each stress - grade shall be repre- sentative , however , and not made up of either high or low line pieces . 5. Tidewater Red Cypress Structural lumber is classified into ( a ) Joist & Plank , ( b ) Beams & Stringers ...
Page 407
... stress , and welds shall be provided to carry the entire stress for which the connection is designed . ( b ) In making alterations to structures , existing rivets may be utilized for carrying stresses resulting from existing dead loads ...
... stress , and welds shall be provided to carry the entire stress for which the connection is designed . ( b ) In making alterations to structures , existing rivets may be utilized for carrying stresses resulting from existing dead loads ...
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