Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 140
... slab shall be reinforced at right angles to the ribs with a minimum of .049 square inches of reinforcing steel per foot of width , and in slabs on which the prescribed live load does not exceed 50 pounds per square foot , no additional ...
... slab shall be reinforced at right angles to the ribs with a minimum of .049 square inches of reinforcing steel per foot of width , and in slabs on which the prescribed live load does not exceed 50 pounds per square foot , no additional ...
Page 141
... slab shall be Two - Way supported by walls or beams on all sides and if not securely Slabs attached to supports , shall be reinforced as specified in ( Cont'd . ) Subsection ( b ) . ( b ) Reinforcement . Where the slab is not securely ...
... slab shall be Two - Way supported by walls or beams on all sides and if not securely Slabs attached to supports , shall be reinforced as specified in ( Cont'd . ) Subsection ( b ) . ( b ) Reinforcement . Where the slab is not securely ...
Page 146
... slab from being considered a flat slab ; but allowable unit stresses shall not be exceeded . ( b ) Design of Flat Slabs as Continuous Frames . Any type of flat slab construction may be designed by application of the principles of ...
... slab from being considered a flat slab ; but allowable unit stresses shall not be exceeded . ( b ) Design of Flat Slabs as Continuous Frames . Any type of flat slab construction may be designed by application of the principles of ...
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