Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 139
... one - half inch ( 1⁄2 " ) over that required by the design ( Cont'd . ) of the member . ( d ) Requirements for T ... one - fourth of the span length of the beam , and its over- hanging width on either side of the web shall not exceed ...
... one - half inch ( 1⁄2 " ) over that required by the design ( Cont'd . ) of the member . ( d ) Requirements for T ... one - fourth of the span length of the beam , and its over- hanging width on either side of the web shall not exceed ...
Page 148
... one - half inch ( 11⁄2 " ) . An approved welded splice shall be defined as one in which the bars are butted and welded and that will develop in tension at least the yield point stress of the reinforcing steel used . IV Where changes in ...
... one - half inch ( 11⁄2 " ) . An approved welded splice shall be defined as one in which the bars are butted and welded and that will develop in tension at least the yield point stress of the reinforcing steel used . IV Where changes in ...
Page 149
... one - half inches ( 11⁄2 " ) nor less than one and one - half times the maximum size of the coarse aggregate , nor shall it be less than required by the fire protection and weathering provisions specified in Section 2610 ( f ) . 6 ...
... one - half inches ( 11⁄2 " ) nor less than one and one - half times the maximum size of the coarse aggregate , nor shall it be less than required by the fire protection and weathering provisions specified in Section 2610 ( f ) . 6 ...
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