Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 149
... least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( d ) Concrete Brick . Building brick of concrete shall be of a quality at least equal to the requirements set forth in ...
... least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( d ) Concrete Brick . Building brick of concrete shall be of a quality at least equal to the requirements set forth in ...
Page 168
... least 180 degrees . C. Embedment above or below the mid - depth of the beam on the compression side , a distance ... least 90 degrees tightly around a longitudinal rein- forcing bar not less in diameter than the stirrup bar , and shall ...
... least 180 degrees . C. Embedment above or below the mid - depth of the beam on the compression side , a distance ... least 90 degrees tightly around a longitudinal rein- forcing bar not less in diameter than the stirrup bar , and shall ...
Page 571
... least 45 percent solid . 6 struction ) 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 ...
... least 45 percent solid . 6 struction ) 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 ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength