Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 148
... thickness of any facing unit which is used to resist stress shall be not less than one and one - half inches ( 11⁄2 " ) . ( b ) Thickness of Walls . For thickness limitations of walls as specified in this Chapter , nominal thickness ...
... thickness of any facing unit which is used to resist stress shall be not less than one and one - half inches ( 11⁄2 " ) . ( b ) Thickness of Walls . For thickness limitations of walls as specified in this Chapter , nominal thickness ...
Page 156
... thickness . The ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for ...
... thickness . The ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for ...
Page 367
... thickness of the part containing it plus five - sixteenths inch ( " ) , rounded to the next greater odd one - sixteenth inch ( 1 " ) , nor greater than two and one - fourth times the thickness of the weld metal . The minimum center - to ...
... thickness of the part containing it plus five - sixteenths inch ( " ) , rounded to the next greater odd one - sixteenth inch ( 1 " ) , nor greater than two and one - fourth times the thickness of the weld metal . The minimum center - to ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength