Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 153
... Ratio of the distance between assumed inflection points of the span A to span B in an isolated strip extending the entire width of the structure when a uniformly distri- buted load is applied to span A only ( floors with sup- ports on ...
... Ratio of the distance between assumed inflection points of the span A to span B in an isolated strip extending the entire width of the structure when a uniformly distri- buted load is applied to span A only ( floors with sup- ports on ...
Page 154
... Ratio of effective area of tensile reinforcement to effect- ive area of concrete in beams . Ratio of effective cross - sectional area of vertical rein- forcement to the gross area Ag ( see Section 2620 ) . Ratio of volume of spiral ...
... Ratio of effective area of tensile reinforcement to effect- ive area of concrete in beams . Ratio of effective cross - sectional area of vertical rein- forcement to the gross area Ag ( see Section 2620 ) . Ratio of volume of spiral ...
Page 176
... ratio of volume of spiral reinforcement to the vol- ume of the concrete core ( out to out of spirals ) . ratio of gross area to core area of column , Ag / Ac useful limit stress of spiral reinforcement , to be taken as 40,000 pounds per ...
... ratio of volume of spiral reinforcement to the vol- ume of the concrete core ( out to out of spirals ) . ratio of gross area to core area of column , Ag / Ac useful limit stress of spiral reinforcement , to be taken as 40,000 pounds per ...
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