Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
From inside the book
Results 1-3 of 55
Page 148
... 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 150
... 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 151
... columns in which exceeds 10 shall also be given by Formula ( 13 ) in which P is the permissible eccentrically applied load on a short column as determined by the provisions of Subsections ( i ) and ( j ) . In long columns subjected to ...
... columns in which exceeds 10 shall also be given by Formula ( 13 ) in which P is the permissible eccentrically applied load on a short column as determined by the provisions of Subsections ( i ) and ( j ) . In long columns subjected to ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
23 other sections not shown
Other editions - View all
Common terms and phrases
approved asbestos bars beams bending Bolted Joints bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible material compression compression members compressive strength conform connections Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange floor area foot frame girders grade Group gypsum height horizontal incombustible installed joints joists lath least less than one-hour live load located lumber maximum metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted piles pipe plaster plate portland cement pounds per square proscenium reinforced concrete resistance rivets shear side six inches slab space span specified in Chapter specified in Section splices square feet square inch stairway standpipes strength structural steel studs Subsection Table tensile stress tests thickness twelve inches 12 twenty feet 20 Types of Construction U.B.C. Standard vent ventilation width wire wood