Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 130
... span for positive moment and the average of the two adjacent clear spans for negative moment ( see Sec- tion 2614 [ a ] ) . Span of member under load test ( see Section 2605 ) . Ratio of short span to long span for two - way slabs ...
... span for positive moment and the average of the two adjacent clear spans for negative moment ( see Sec- tion 2614 [ a ] ) . Span of member under load test ( see Section 2605 ) . Ratio of short span to long span for two - way slabs ...
Page 133
... span 1 End spans wl ' 10 1 Interior spans - wl ' 12 Shear in end members at first interior support 1.20 Shear at ... span for positive moments and the average of the two adjacent clear spans for negative moment . ( a ) Permissible ...
... span 1 End spans wl ' 10 1 Interior spans - wl ' 12 Shear in end members at first interior support 1.20 Shear at ... span for positive moments and the average of the two adjacent clear spans for negative moment . ( a ) Permissible ...
Page 190
... span 22 inch span 27 inch span 33 inch span 12 inch span 16 inch span 21 inch span 24 inch span Mill Constructed Floors 1/2 5 % Sec . 3106. Mill constructed floors shall be not less than three inches ( 3 ′′ ) nominal splined or tongued ...
... span 22 inch span 27 inch span 33 inch span 12 inch span 16 inch span 21 inch span 24 inch span Mill Constructed Floors 1/2 5 % Sec . 3106. Mill constructed floors shall be not less than three inches ( 3 ′′ ) nominal splined or tongued ...
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