Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 156
... stress in the metal core of a composite column . Permissible unit stress on unencased steel columns and pipe columns . Tensile unit stress in longitudinal reinforcement ; nom- inal working stress in vertical column reinforcement ...
... stress in the metal core of a composite column . Permissible unit stress on unencased steel columns and pipe columns . Tensile unit stress in longitudinal reinforcement ; nom- inal working stress in vertical column reinforcement ...
Page 168
... stress in excess of 0.06ƒ ' , is used , every such line shall be crossed by at least two such lines of web reinforcement . ( g ) Shearing Stress in Flat Slabs . In flat slabs , the shear- ing unit stress on a vertical section which lies ...
... stress in excess of 0.06ƒ ' , is used , every such line shall be crossed by at least two such lines of web reinforcement . ( g ) Shearing Stress in Flat Slabs . In flat slabs , the shear- ing unit stress on a vertical section which lies ...
Page 183
... Stress . In reinforced con- Combined crete columns subjected to bending moments , the recognized Stresses methods of analysis shall be followed in calculating the stresses due to combined axial load and bending . The maximum fiber stress ...
... Stress . In reinforced con- Combined crete columns subjected to bending moments , the recognized Stresses methods of analysis shall be followed in calculating the stresses due to combined axial load and bending . The maximum fiber stress ...
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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