Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 131
... panels ; or the thickness of flat slabs , including dropped panels where such are used . Thickness of flat slabs with dropped panels at points outside the dropped panel . Total thickness of slab for two - way slabs . Bond stress per ...
... panels ; or the thickness of flat slabs , including dropped panels where such are used . Thickness of flat slabs with dropped panels at points outside the dropped panel . Total thickness of slab for two - way slabs . Bond stress per ...
Page 144
... panels in each direction , and in which the ratio of length to width of panel does not exceed 1.33 . For structures having a width of less than three rows of panels , or in which irregular panels are used , an analysis shall be made of ...
... panels in each direction , and in which the ratio of length to width of panel does not exceed 1.33 . For structures having a width of less than three rows of panels , or in which irregular panels are used , an analysis shall be made of ...
Page 146
... PANELS AND MOMENTS Symbol Unit General Case Special Case For c = .2251 Minimum Floor Slab Thickness Minimum Roof Slab Thickness ti or ta ti or ta Inches Inches .375 ( long l ) 0.300 ( long ) 0.375 ( long ) 0.300 ( long 1 ) Slab ...
... PANELS AND MOMENTS Symbol Unit General Case Special Case For c = .2251 Minimum Floor Slab Thickness Minimum Roof Slab Thickness ti or ta ti or ta Inches Inches .375 ( long l ) 0.300 ( long ) 0.375 ( long ) 0.300 ( long 1 ) Slab ...
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