Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 158
... slabs other than ribbed floor construction or flat slabs , the principal reinforcement shall not be spaced farther apart than three times the slab thickness . 8. All beams except cantilevers shall have positive rein- forcement of not ...
... slabs other than ribbed floor construction or flat slabs , the principal reinforcement shall not be spaced farther apart than three times the slab thickness . 8. All beams except cantilevers shall have positive rein- forcement of not ...
Page 159
... 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 , and its ...
... 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 , and its ...
Page 160
... slab shall not be less than one - twelfth of the clear distance between ribs and in no case less than two inches ( 2 ′′ ) . Such slab shall be rein- forced at right angles to the ribs with a minimum of .049 square inches of reinforcing ...
... slab shall not be less than one - twelfth of the clear distance between ribs and in no case less than two inches ( 2 ′′ ) . Such slab shall be rein- forced at right angles to the ribs with a minimum of .049 square inches of reinforcing ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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