Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
From inside the book
Results 1-3 of 28
Page 130
... Ratio of distance between centroid of compression and centroid of tension to the depth ( d ) . Least radius of gyration of a metal pipe section ( in pipe columns ) . Span length of beam or slab ; span length of flat slab ( us- ually ...
... Ratio of distance between centroid of compression and centroid of tension to the depth ( d ) . Least radius of gyration of a metal pipe section ( in pipe columns ) . Span length of beam or slab ; span length of flat slab ( us- ually ...
Page 131
... Ratio of effective cross - sectional area of vertical rein- forcement to the gross area Ag ( see Section 2620 ) . Ratio of volume of spiral reinforcement to the volume of the concrete core ( out to out of spirals ) of a spirally ...
... Ratio of effective cross - sectional area of vertical rein- forcement to the gross area Ag ( see Section 2620 ) . Ratio of volume of spiral reinforcement to the volume of the concrete core ( out to out of spirals ) of a spirally ...
Page 152
... ratio of volume of spiral reinforcement to the vol- ume of the concrete core ( out to out of spirals ) . R = ratio of gross area to core area of column , Ag / Ac f ' . useful limit stress of spiral reinforcement , to be taken as 40,000 ...
... ratio of volume of spiral reinforcement to the vol- ume of the concrete core ( out to out of spirals ) . R = ratio of gross area to core area of column , Ag / Ac f ' . useful limit stress of spiral reinforcement , to be taken as 40,000 ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood