Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 144
... Subsection ( d ) or shall be bent through an angle of at least 90 degrees tightly around a longitudinal reinforcing ... Subsection ( d ) -3 . II . As specified in Subsection ( d ) -4 . III . By bond , at unit bond stress not exceeding ...
... Subsection ( d ) or shall be bent through an angle of at least 90 degrees tightly around a longitudinal reinforcing ... Subsection ( d ) -3 . II . As specified in Subsection ( d ) -4 . III . By bond , at unit bond stress not exceeding ...
Page 152
... Subsections ( i ) and ( j ) . In long columns subjected to definite bending stresses , as determined in Subsection ( h ) , the ratio h / d shall not exceed 20 . ( h ) Bending Moments in Columns . When the stiffness and strength of the ...
... Subsections ( i ) and ( j ) . In long columns subjected to definite bending stresses , as determined in Subsection ( h ) , the ratio h / d shall not exceed 20 . ( h ) Bending Moments in Columns . When the stiffness and strength of the ...
Page 292
... Subsection , provided the appliance is such that flame or hot gases do not come in contact with its base , and further provided that the floor under the appliance is protected with not less than one - quarter inch ( 4 " ) of asbestos ...
... Subsection , provided the appliance is such that flame or hot gases do not come in contact with its base , and further provided that the floor under the appliance is protected with not less than one - quarter inch ( 4 " ) of asbestos ...
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