Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 139
... compression members , when composed of two or more members Columns or spiked or bolted together , either with or without spacing blocks Compression between members , shall be taken as the combined compressive Members strength of the ...
... compression members , when composed of two or more members Columns or spiked or bolted together , either with or without spacing blocks Compression between members , shall be taken as the combined compressive Members strength of the ...
Page 156
... compression . Modulus of elasticity of steel in tension or compression ( 30,000,000 lbs . per sq . in . ) . Compressive unit stress in extreme fiber of concrete in flexure or axial compression in concrete columns . Ultimate compressive ...
... compression . Modulus of elasticity of steel in tension or compression ( 30,000,000 lbs . per sq . in . ) . Compressive unit stress in extreme fiber of concrete in flexure or axial compression in concrete columns . Ultimate compressive ...
Page 169
... compression face . ( b ) Ordinary Anchorage Requirements . Tensile negative reinforcement in any span of a continuous , restrained , or canti- lever beam , or in any member of a rigid frame shall be ade- quately anchored by bond , hooks ...
... compression face . ( b ) Ordinary Anchorage Requirements . Tensile negative reinforcement in any span of a continuous , restrained , or canti- lever beam , or in any member of a rigid frame shall be ade- quately anchored by bond , hooks ...
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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