Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 145
... panel in width occupying the two Flat Slabs quarter - panel areas outside of the middle strip . The critical sections for moment calculations are referred to as principal design sections and are located as follows : 1. Sections for ...
... panel in width occupying the two Flat Slabs quarter - panel areas outside of the middle strip . The critical sections for moment calculations are referred to as principal design sections and are located as follows : 1. Sections for ...
Page 146
... Panel Inches 0.038 ( 1 - 1.44 ) I √w + 11⁄2 ( 19 ) 0.0251 √w + 11⁄2 ( 19a ) Slab Thickness beyond Dropped Panel t2 Inches 0.021 + 1 ( 20 ) 0.021 √w + 1 ( 20a ) Slab Thickness through Dropped Panel ti Inches ( Minimum = 1.25 12 ...
... Panel Inches 0.038 ( 1 - 1.44 ) I √w + 11⁄2 ( 19 ) 0.0251 √w + 11⁄2 ( 19a ) Slab Thickness beyond Dropped Panel t2 Inches 0.021 + 1 ( 20 ) 0.021 √w + 1 ( 20a ) Slab Thickness through Dropped Panel ti Inches ( Minimum = 1.25 12 ...
Page 147
... PANEL OF FLAT SLAB Moments in the strips perpendicular to the discontinuous edge where they differ from an interior panel , are given in the following table . Negative moments in the column strip and middle strip on the line of the ...
... PANEL OF FLAT SLAB Moments in the strips perpendicular to the discontinuous edge where they differ from an interior panel , are given in the following table . Negative moments in the column strip and middle strip on the line of 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