Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 149
... Column Section - For columns built mono- lithically with concrete walls or piers , the outer boundary of the column section shall be taken either as a circle at least one and one - half inches ( 11⁄2 " ) outside the column spiral or as ...
... Column Section - For columns built mono- lithically with concrete walls or piers , the outer boundary of the column section shall be taken either as a circle at least one and one - half inches ( 11⁄2 " ) outside the column spiral or as ...
Page 151
... Columns . 1. Steel Columns Encased in Concrete The permissible load on a structural steel column which is encased in concrete at least two and one - half inches ( 21⁄2 ′′ ) thick over all metal ( except rivet heads ) reinforced as ...
... Columns . 1. Steel Columns Encased in Concrete The permissible load on a structural steel column which is encased in concrete at least two and one - half inches ( 21⁄2 ′′ ) thick over all metal ( except rivet heads ) reinforced as ...
Page 152
... column as determined by the provisions of 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 ...
... column as determined by the provisions of 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 ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
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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