Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 138
... beams shall be placed not closer than twenty inches ( 20 " ) from the face of a chimney . All spaces between chimneys and wood joists or beams shall be filled with loose incombustible materials placed in an incombustible support , or a ...
... beams shall be placed not closer than twenty inches ( 20 " ) from the face of a chimney . All spaces between chimneys and wood joists or beams shall be filled with loose incombustible materials placed in an incombustible support , or a ...
Page 155
... beams or of rigid frames fe 0.40f ' 800 1000 1200 1500 fo 0.45ƒ ' . 900 1125 1350 1688 Shear : v Beams with no web reinforcement and without special anchorage of longi- tudinal steel Beams with no web reinforcement , but with special ...
... beams or of rigid frames fe 0.40f ' 800 1000 1200 1500 fo 0.45ƒ ' . 900 1125 1350 1688 Shear : v Beams with no web reinforcement and without special anchorage of longi- tudinal steel Beams with no web reinforcement , but with special ...
Page 159
... Beams tion the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of the span length of the beam ...
... Beams tion the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one- fourth of the span length of the beam ...
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