Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 141
... Reinforcement . Where the slab is not securely attached to the supporting beams or walls , special reinforcement shall be provided at exterior corners in both the bottom and top of the slab . This reinforcement shall be provided for a ...
... Reinforcement . Where the slab is not securely attached to the supporting beams or walls , special reinforcement shall be provided at exterior corners in both the bottom and top of the slab . This reinforcement shall be provided for a ...
Page 142
... reinforcement [ See Subsection ( d ) , last paragraph ] . Stirrups or other bars to be considered effective as web reinforcement shall be anchored at both ends , according to the provisions of Section 2618 . ( c ) Stirrups . The area of ...
... reinforcement [ See Subsection ( d ) , last paragraph ] . Stirrups or other bars to be considered effective as web reinforcement shall be anchored at both ends , according to the provisions of Section 2618 . ( c ) Stirrups . The area of ...
Page 144
... reinforcement at interior supports of continuous members . ( d ) Anchorage of Web Reinforcement . Single separate bars used as web reinforcement shall be anchored at each end by one of the following methods : 1. Welding to longitudinal ...
... reinforcement at interior supports of continuous members . ( d ) Anchorage of Web Reinforcement . Single separate bars used as web reinforcement shall be anchored at each end by one of the following methods : 1. Welding to longitudinal ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
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Common terms and phrases
appliance approved asbestos bars beams bolt brick Building Official building or structure ceiling cement cent Chimneys clearance Code column combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone flammable liquids floor flue or vent foot four inches furnaces girders Grade grain Group grout gypsum heaters height horizontal incombustible materials installed interior joints joists lath least live load located lumber masonry metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets roof shear six inches slab smoke pipe solid space specified in Chapter specified in Section square feet square inch Stairs stairway standpipes steel structural steel studs Subsection Table thickness twenty feet 20 TYPES OF CONSTRUCTION U.B.C. Standard ventilation width wire wood