Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 121
... Effective Area of Reinforcement - The area obtained by mul- tiplying the right cross - sectional area of the metal ... effective area of the reinforcement cut by a section of a beam or slab to the effective area of the concrete at that ...
... Effective Area of Reinforcement - The area obtained by mul- tiplying the right cross - sectional area of the metal ... effective area of the reinforcement cut by a section of a beam or slab to the effective area of the concrete at that ...
Page 135
... effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of the span length of the beam , and its overhanging width on either side of the web shall not ...
... effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of the span length of the beam , and its overhanging width on either side of the web shall not ...
Page 175
... effective width of flanges on such members having a channel section shall not exceed 20 times the thickness of the ( Cont'd . ) flange . The effective width of flanges on such members having an I - section shall not exceed 20 times the ...
... effective width of flanges on such members having a channel section shall not exceed 20 times the thickness of the ( Cont'd . ) flange . The effective width of flanges on such members having an I - section shall not exceed 20 times the ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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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