Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 174
... one - half the width of piece . H = 100 when length of split is approximately equal to the width of piece . 70 when length of split is approximately equal H = to one and one - half times width of piece . " For three - inch ( 3 ...
... one - half the width of piece . H = 100 when length of split is approximately equal to the width of piece . 70 when length of split is approximately equal H = to one and one - half times width of piece . " For three - inch ( 3 ...
Page 244
... one - half times the bar diameter , one and one - half times the maximum size of the coarse aggregate , nor one and one - half inches ( 11⁄2 " ) . The clear distance between bars shall also apply to the clear distance between a contact ...
... one - half times the bar diameter , one and one - half times the maximum size of the coarse aggregate , nor one and one - half inches ( 11⁄2 " ) . The clear distance between bars shall also apply to the clear distance between a contact ...
Page 246
... one - half of the permis- sible stress ) shall be avoided wherever possible ; such splices where used shall be so made that the overlap measured between outermost cross wires of each fabric sheet is not less than the spacing of the ...
... one - half of the permis- sible stress ) shall be avoided wherever possible ; such splices where used shall be so made that the overlap measured between outermost cross wires of each fabric sheet is not less than the spacing of the ...
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 approved axial load beam bending bolts bond Building Official building or structure ceiling cement cent Code column compression members compressive strength computed conform construction Continued dead load deflection distance exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange flexural members floor Formula frame girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails one-hour fire-resistive openings parallel to grain partitions perpendicular plaster plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch steel stirrups studs Table tension reinforcement tests thickness tion twelve inches 12 Type U.B.C. Standard ultimate strength values vertical welds width wire wood yield strength