Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 99
... considered in computing the stresses . ( c ) Thickness . Faced walls shall be not less in thickness than is required for masonry walls of the weakest of the com- binations of units and mortars of which the wall is composed . Where ...
... considered in computing the stresses . ( c ) Thickness . Faced walls shall be not less in thickness than is required for masonry walls of the weakest of the com- binations of units and mortars of which the wall is composed . Where ...
Page 137
... considered as consisting of strips in each direction as follows : A middle strip one - half panel in width , symmetrical about panel center line and extending through the panel in the direc- tion in which moments are considered . A ...
... considered as consisting of strips in each direction as follows : A middle strip one - half panel in width , symmetrical about panel center line and extending through the panel in the direc- tion in which moments are considered . A ...
Page 144
... considered merely as extensions to the bars , and shall be treated as in Sub- section ( d ) -V . In general , hooks shall not be permitted in the tension por- tion of any beam except at the ends of simple or cantilever beams or at the ...
... considered merely as extensions to the bars , and shall be treated as in Sub- section ( d ) -V . In general , hooks shall not be permitted in the tension por- tion of any beam except at the ends of simple or cantilever beams or at the ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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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