Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 130
I = Span length of beam or slab ; span length of flat slab ( usually expressed in
feet ) center to center of columns in the direction in which moments are
considered ( see Section 2619 ) . li = Span length of flat slab panel center to
center of ...
I = Span length of beam or slab ; span length of flat slab ( usually expressed in
feet ) center to center of columns in the direction in which moments are
considered ( see Section 2619 ) . li = Span length of flat slab panel center to
center of ...
Page 133
In the case of approximately equal spans with loads uniformly distributed , where
the intensity of live load does not ... wl " More than two spans — wl ' a 10 For
slabs not exceeding 10 feet in span Two spans – wl ' s More than two spans — wl
...
In the case of approximately equal spans with loads uniformly distributed , where
the intensity of live load does not ... wl " More than two spans — wl ' a 10 For
slabs not exceeding 10 feet in span Two spans – wl ' s More than two spans — wl
...
Page 190
20 18 inch span 12 inch span 22 inch span 16 inch span 27 inch span 21 inch
span 33 inch span 24 inch span 20W Mill Constructed Floors Sec . 3106 . Mill
constructed floors shall be not less than three inches ( 3 " ) nominal splined or ...
20 18 inch span 12 inch span 22 inch span 16 inch span 27 inch span 21 inch
span 33 inch span 24 inch span 20W Mill Constructed Floors Sec . 3106 . Mill
constructed floors shall be not less than three inches ( 3 " ) nominal splined or ...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
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Common terms and phrases
adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood