Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 143
... reinforced Quality concrete and the quality of reinforced concrete shall conform to the physical and chemical properties as specified in Sections 2604 , 2605 and 2606 . Sec . 2602. The design of reinforced concrete shall conform Design ...
... reinforced Quality concrete and the quality of reinforced concrete shall conform to the physical and chemical properties as specified in Sections 2604 , 2605 and 2606 . Sec . 2602. The design of reinforced concrete shall conform Design ...
Page 160
... reinforcement will be required . 5. When the finish used as a wearing surface is placed monolithically with the structural slab in buildings of the ware- house or industrial class , the thickness of the concrete over the fillers shall ...
... reinforcement will be required . 5. When the finish used as a wearing surface is placed monolithically with the structural slab in buildings of the ware- house or industrial class , the thickness of the concrete over the fillers shall ...
Page 312
... REINFORCED CONCRETE Aggregates - quality of Anchorage of reinforcement .... Assumptions for design .. Beams - composite Beams - depth of Beams - lateral support for Bending Moments Bonding - of concrete Bonds for anchorage Columns ...
... REINFORCED CONCRETE Aggregates - quality of Anchorage of reinforcement .... Assumptions for design .. Beams - composite Beams - depth of Beams - lateral support for Bending Moments Bonding - of concrete Bonds for anchorage Columns ...
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