Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 153
... span A only ( floors with sup- ports on four sides ) . Ratio as defined above , but applying to Span B ( floors with supports on four sides ) . The distances , assumed for purposes of load distribution , between inflection points in spans ...
... span A only ( floors with sup- ports on four sides ) . Ratio as defined above , but applying to Span B ( floors with supports on four sides ) . The distances , assumed for purposes of load distribution , between inflection points in spans ...
Page 157
... spans wl " 8 1 More than two spans wl ' 10 For slabs not exceeding 10 feet in span 1 Two spans wl ' 10 1 More than two spans wl ' 12 Negative moment at face of other interior supports 1 wl " 12 Positive moment at center of span 1 End spans ...
... spans wl " 8 1 More than two spans wl ' 10 For slabs not exceeding 10 feet in span 1 Two spans wl ' 10 1 More than two spans wl ' 12 Negative moment at face of other interior supports 1 wl " 12 Positive moment at center of span 1 End spans ...
Page 163
... span under consideration to that of each adjacent span is at least % and at most 3/2 , FA or FB , may be taken as 0.76 for interior spans , 0.87 for end spans and 1.0 for simple spans . ( g ) Shear in Slab . 1. For purposes of ...
... span under consideration to that of each adjacent span is at least % and at most 3/2 , FA or FB , may be taken as 0.76 for interior spans , 0.87 for end spans and 1.0 for simple spans . ( g ) Shear in Slab . 1. For purposes of ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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