Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 144
... effective area of the reinforcement cut by a section of a beam or slab to the effective area of the concrete at that section . Reinforced Concrete - Concrete in which metal other than that provided for shrinkage or temperature changes ...
... effective area of the reinforcement cut by a section of a beam or slab to the effective area of the concrete at that section . Reinforced Concrete - Concrete in which metal other than that provided for shrinkage or temperature changes ...
Page 159
... 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 197
... 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
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood