Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 153
... Compressive unit stress in extreme fiber of concrete in flexure or axial compression in concrete columns . Ultimate compressive strength of concrete usually at age of 28 days . ( See Section 2606 ) . Permissible unit stress in the metal ...
... Compressive unit stress in extreme fiber of concrete in flexure or axial compression in concrete columns . Ultimate compressive strength of concrete usually at age of 28 days . ( See Section 2606 ) . Permissible unit stress in the metal ...
Page 183
... stresses see Section 2618 , Subsections ( a ) to ( e ) inclusive . ( e ) Transfer of Stress at Base of Column . The compressive stress in longitudinal reinforcement at the base of a column shall be transferred to the pedestal or footing ...
... stresses see Section 2618 , Subsections ( a ) to ( e ) inclusive . ( e ) Transfer of Stress at Base of Column . The compressive stress in longitudinal reinforcement at the base of a column shall be transferred to the pedestal or footing ...
Page 195
... stresses for masonry or reinforced concrete shall not be exceeded , and anchors of ample size and strength shall be ... compressive stress of the member . In determining the section required the compression formula shall be used , I ...
... stresses for masonry or reinforced concrete shall not be exceeded , and anchors of ample size and strength shall be ... compressive stress of the member . In determining the section required the compression formula shall be used , I ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood