Uniform Building Code |
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Page 153
... least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( c ) Brick Made from Sand - lime . Building brick made from sand - lime shall be of a quality at least equal to the ...
... least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( c ) Brick Made from Sand - lime . Building brick made from sand - lime shall be of a quality at least equal to the ...
Page 307
... least 30 consecutive strength tests representing similar materials and conditions to those expected , the strength used as the basis for selecting proportions shall exceed the required ƒ ' by at least : 400 psi if the standard deviation ...
... least 30 consecutive strength tests representing similar materials and conditions to those expected , the strength used as the basis for selecting proportions shall exceed the required ƒ ' by at least : 400 psi if the standard deviation ...
Page 568
... least 45 percent solid 6 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 18 Three cells in wall thickness , units at least 40 percent solid 12 Tile ...
... least 45 percent solid 6 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 18 Three cells in wall thickness , units at least 40 percent solid 12 Tile ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum MODULUS OF ELASTICITY mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength