Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 166
... least 3 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 determining shear in the strip one foot wide carrying the maximum load ...
... least 3 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 determining shear in the strip one foot wide carrying the maximum load ...
Page 214
... least equivalent to three - eighths inch ( % " ) round bars eighteen inches ( 18 ′′ ) on centers , for each layer of wall reinforcement . Reinforced concrete walls shall be reinforced with an area of steel in each direction , both ...
... least equivalent to three - eighths inch ( % " ) round bars eighteen inches ( 18 ′′ ) on centers , for each layer of wall reinforcement . Reinforced concrete walls shall be reinforced with an area of steel in each direction , both ...
Page 243
... least twelve inches ( 12 " ) above any wood floors by metal supports and there shall be a metal and asbestos pad at least three - eighths inch ( % " ) thick below such stove extending at least six inches ( 6 " ) beyond each side and at ...
... least twelve inches ( 12 " ) above any wood floors by metal supports and there shall be a metal and asbestos pad at least three - eighths inch ( % " ) thick below such stove extending at least six inches ( 6 " ) beyond each side and at ...
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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