Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 69
... continuous spiral floor , each 9 feet 6 inches of height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in ...
... continuous spiral floor , each 9 feet 6 inches of height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in ...
Page 163
... continuous reinforced masonry member projecting not less than 3 inches from the face of the wall , or by other approved methods . Joists shall have bearing at least 3 inches in length upon solid masonry at least 2 inches thick ; or ...
... continuous reinforced masonry member projecting not less than 3 inches from the face of the wall , or by other approved methods . Joists shall have bearing at least 3 inches in length upon solid masonry at least 2 inches thick ; or ...
Page 167
... continuous with the reinforcement which resists moment of opposite sign . Of the positive reinforcement in continuous beams not less than one- fourth the area shall extend along the same face of the beam into the end support a distance ...
... continuous with the reinforcement which resists moment of opposite sign . Of the positive reinforcement in continuous beams not less than one- fourth the area shall extend along the same face of the beam into the end support a distance ...
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