Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 111
... spans may be designed on the basis of the full cross- section using the simple span moment coefficient : ( 1 ) ... spans shall have not more than each fourth plank spliced between supports . A continuous slab of more than two spans shall ...
... spans may be designed on the basis of the full cross- section using the simple span moment coefficient : ( 1 ) ... spans shall have not more than each fourth plank spliced between supports . A continuous slab of more than two spans shall ...
Page 133
... spans with loads uniformly distributed , where the intensity of live load does not exceed three times the intensity ... spans - 1 wl " 8 1 More than two spans wl " 10 For slabs not exceeding 10 feet in span 1 Two spans wl " 10 1 More ...
... spans with loads uniformly distributed , where the intensity of live load does not exceed three times the intensity ... spans - 1 wl " 8 1 More than two spans wl " 10 For slabs not exceeding 10 feet in span 1 Two spans wl " 10 1 More ...
Page 134
... spans with full live load on two adjacent spans and with full live load on alternate spans . 2. Any reasonable and consistent assumption may be made as to the relative stiffness of the floor construction and columns . In computing the ...
... spans with full live load on two adjacent spans and with full live load on alternate spans . 2. Any reasonable and consistent assumption may be made as to the relative stiffness of the floor construction and columns . In computing 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