Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
From inside the book
Results 1-3 of 43
Page 143
... pounds per square inch , plus embedment sufficient to develop by bond the remainder of the stress to which the bar ... pounds per square inch . IV . By bond , at a unit bond stress not exceeding 0.04f ' , on plain bars nor 0.05f ' . on ...
... pounds per square inch , plus embedment sufficient to develop by bond the remainder of the stress to which the bar ... pounds per square inch . IV . By bond , at a unit bond stress not exceeding 0.04f ' , on plain bars nor 0.05f ' . on ...
Page 151
... pounds per square inch for intermediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * P , = ratio of the effective cross - sectional area of verti- cal reinforcement to the gross area , A ,. 2. Vertical ...
... pounds per square inch for intermediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * P , = ratio of the effective cross - sectional area of verti- cal reinforcement to the gross area , A ,. 2. Vertical ...
Page 268
Pacific Coast Building Officials Conference, International Conference of Building Officials. Masonry of ... per cent of material passing a No. 200 mesh sieve . The soil shall contain ... pounds per square inch when tested in accordance with ...
Pacific Coast Building Officials Conference, International Conference of Building Officials. Masonry of ... per cent of material passing a No. 200 mesh sieve . The soil shall contain ... pounds per square inch when tested in accordance with ...
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