Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
From inside the book
Results 1-3 of 29
Page 156
... span A to span B in an isolated strip extending the entire width of the structure when a uniformly distri- buted load is applied to span A only ( floors with sup- ports on four sides ) . Ratio as defined above , but applying to Span B ...
... span A to span B in an isolated strip extending the entire width of the structure when a uniformly distri- buted load is applied to span A only ( floors with sup- ports on four sides ) . Ratio as defined above , but applying to Span B ...
Page 160
... 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 ' Positive moment at center of span 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 ' Positive moment at center of span End spans ...
Page 165
... span A ) 1.0 ( for span B ) 1 ΤΑ ( for span A ) . 1 + DA3 TB = 1 --- TA ( for span B ) .. ( 7 ) ( 7a ) ( c ) Slab Thickness . The minimum thickness of the slab which shall not be less than 4 inches shall be computed by formula ( 8 ) . A ...
... span A ) 1.0 ( for span B ) 1 ΤΑ ( for span A ) . 1 + DA3 TB = 1 --- TA ( for span B ) .. ( 7 ) ( 7a ) ( c ) Slab Thickness . The minimum thickness of the slab which shall not be less than 4 inches shall be computed by formula ( 8 ) . A ...
Other editions - View all
Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood