Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 129
... equal to the re- quirements set forth in U.B.C. Standard No. 24-1-67 . When in contact with the ground , brick shall be of at least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade ...
... equal to the re- quirements set forth in U.B.C. Standard No. 24-1-67 . When in contact with the ground , brick shall be of at least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade ...
Page 174
... equal to the width of piece . H = 70 when length of split is approximately equal to one and one - half times width of piece . " For three - inch ( 3 ′′ ) thick pieces of Select Structural , Construction and Standard Grades used as ...
... equal to the width of piece . H = 70 when length of split is approximately equal to one and one - half times width of piece . " For three - inch ( 3 ′′ ) thick pieces of Select Structural , Construction and Standard Grades used as ...
Page 354
... equal to the width of the cover plate when there is a continuous weld equal to or larger than three- fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length " a ...
... equal to the width of the cover plate when there is a continuous weld equal to or larger than three- fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length " a ...
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