Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 174
... length of the piece . For exception see footnote No. 11 . " Value applies to pieces used as planks . ' Value applies ... length of split is approximately equal to one - half the width of piece . H : = 100 when length of split is ...
... length of the piece . For exception see footnote No. 11 . " Value applies to pieces used as planks . ' Value applies ... length of split is approximately equal to one - half the width of piece . H : = 100 when length of split is ...
Page 175
... length of split is equal to the nominal narrow face dimension . H = 70 when length of split is equal to one and one- half times the nominal narrow face dimension . NOTE : Values for lengths of splits other than those given in Notes 8 ...
... length of split is equal to the nominal narrow face dimension . H = 70 when length of split is equal to one and one- half times the nominal narrow face dimension . NOTE : Values for lengths of splits other than those given in Notes 8 ...
Page 254
... length shall be considered which produces the greatest ratio of length to radius of gyration of section . The effective length , " h " " , of columns in structures where lateral stability or resistance to lateral forces is provided by ...
... length shall be considered which produces the greatest ratio of length to radius of gyration of section . The effective length , " h " " , of columns in structures where lateral stability or resistance to lateral forces is provided by ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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